Transcript
Ashdod Port Company Ltd. Date: September 10, 2015
Tender for the Design, Fabrication, Supply, Delivery, Erection, Commissioning, Testing and Warranting of Ship to Shore Cranes, Additional Services and Spare Parts
Tender No. 2594/TZ/15 (the: "Tender")
INVITATION FOR PROPOSALS
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Invitation for Proposals (“IFP”) Pursuant to the Government Procurement Agreement (GPA), the Mandatory Tenders Law, 1992 and the Mandatory Tenders Regulations, 1993, Ashdod Port Company Ltd. (the “APC”) hereby invites proposals for the: Design, fabrication, supply, delivery, erection, commissioning, testing and warranting of two (2) Ship to Shore Cranes, as set forth in the Technical Specifications (attached as Appendix A herein) (the “Cranes”), Basic Training and Technical Support, as well as Optional Technical Support, Optional Features, Optional Extended Training and Optional Spare Parts, all as defined in Section 1.4.3 below. APC shall have the option (the "Crane Option"), at its sole discretion, for a period of five (5) years from the Effective Date (as defined below) of the Agreement with the selected Proposer, to purchase up to eight (8) additional Cranes, in accordance with Section 1.7 below.
1.2
Pursuant to the above, APC shall receive sealed competitive proposals (the “Proposals”) from suppliers of Cranes (each supplier: a “Proposer”, collectively: “Proposers”), based upon the terms, covenants and provisions of the Proposal Documents, as defined below.
1.3
“Tender Committee” shall mean the committee set up to carry out this tender process in an objective and competitive process, as set out hereunder.
1.4
“Proposal Documents” shall mean the following documents, which shall solely govern the tendering process: 1.4.1
This IFP;
1.4.2
Appendix A: "Technical Specifications", consisting of 1.4.2.1 Section A – General Technical Demands. 1.4.2.2 Section B - Technical Specifications. 1.4.2.3 Section C (Attachments 1-9). 1.4.2.4 Section D1 – Data Sheet. 1.4.2.5 Section D2 – Technical Mandatory Requirements (TMR).
1.4.3
Appendix B: Financial Proposal Form – which shall comprise pricing for: a) the Cranes (including, inter alia, basic training (“Basic Training”), as set forth in Clause 6, Appendix A, Section A and in the Agreement ('Training of Operators and Maintenance Personnel'), technical support (“Technical Support”), as set forth in Clause 9, Appendix A, Section A and in the Agreement ('Technical Support'), warranty, extended warranty and service company as set forth in Clauses 8 and 10, Appendix A, Section A and in the Agreement ("Warranty", "Extended Warranty" and "Service Company" respectively); b) optional technical support ("Optional Technical Support"), as set forth in Clause 9, Appendix A, Section A and in the Agreement ('Optional Technical Support'); c) optional spare parts (“Optional Spare Parts”), as set forth in Clause 5.3.2, Appendix A, Section A and in the Agreement ('Spare parts lists'); and d) optional features (“Optional Features”), as set forth in Clause 5.6, 7 and 5.11.3 to Appendix A, Section B and in the Agreement and optional extended training ("Optional Extended Training") as set forth in Clause 6, Appendix A, Section A and in the Agreement.
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Appendix C: Proposer’s Reply Form;
1.4.5
Appendix D: Agreement for the design, fabrication, supply, delivery, erection, commissioning, testing and warranting of two (2) Ship to Shore Cranes, additional services and spare parts (the “Agreement”), which shall include, inter alia, a Crane Option, as set forth in Section 1.7 below;
1.4.6
Appendix E: Detailed list of Quality and Technical Evaluation Values.
1.4.7
Appendix F: Forms of Compliance with the Prerequisites included in Sections 3.2.1- 3.2.4 below;
1.4.8
Appendix G: Form of Confirmation by Proposer’s legal counsel/CPA, of Proposer’s signatory rights;
1.4.9
Appendix H: Form of autonomous, unconditional and irrevocable bank guarantee as security regarding Proposal submitted hereunder (“Bid Bond”), to be submitted as part of the updated Technical Proposal upon the Stage Two Deadline, set forth in Section 4.3.2.2.1 below;
1.4.10 Appendix I: Letter of undertaking for industrial cooperation in accordance with the terms and conditions of the Mandatory Tender Regulations (Mandatory Industrial Cooperation) – 2007 ("Industrial Cooperation Regulations") (“Foreign Supplier's Industrial Cooperation Undertaking”); 1.4.11 Appendix J: Form of fulfillment program setting out how Proposer, if successful in the Tender, will carry out its undertaking for industrial cooperation in accordance with the Industrial Cooperation Regulations, to be submitted as part of the Financial Proposal upon the Stage Two Deadline, set forth in Section 4.3.2.2.1 below and/or as part of its “Best & Final” financial offer, as set forth in Section 4.3.5 below, as instructed by the APC ("Fulfillment Program"). 1.4.12 Appendix K: Israeli Industrial Cooperation Guidelines. 1.4.13 Appendix L: Technical Information List. 1.5
Proposer shall not be entitled to submit a Proposal with respect to less than two (2) Cranes.
1.6
The price for the Cranes shall include, inter alia, the Cranes' design, fabrication, supply, delivery, erection, commissioning, testing, acceptance, Warranty, Extended Warranty, Basic Training, Service Company and Technical Support in Israel, as well as the Proposer’s commitment to supply Optional Technical Support, Optional Extended Training, Optional Spare Parts, Crane Option and Optional Features all in accordance with the terms and conditions of the Proposal Documents. APC does not undertake the purchase of Optional Spare Parts, Optional Features and/or Optional Technical Support from the selected Proposer, beyond what is covered under the purchase price.
1.7
The APC is under no obligation to exercise the Crane Option, but if it does, it shall be entitled to purchase the Cranes which are the subject-matter of the Crane Option, on the same terms and conditions (including prices), lead times for delivery, shipment, costs, risk, title, warranties, etc. as the first purchase under the Agreement. Notwithstanding the aforementioned, the price of the Crane Option (if exercised by the APC) as of the second (2nd) year of the Agreement, may be increased by up to two (2%) percent, per each year, subject to negotiations conducted in good faith with the APC.
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Timetable
2.1
Technical Proposals ONLY, including all documents specified in Section 3.4.1 herein below, shall be submitted during ordinary working hours (08:00 – 16:00 Israel time), no later than 14:00 Israel time, Monday, November 23, 2015 (the “Deadline”) to: Ashdod Port Company Ltd. Tender Box, at the chamber of the head of Procurement Department, Engineering and Logistic Building, 1st floor, Port of Ashdod Ashdod, Israel 77191
2.2 Financial Proposals shall be submitted on Stage Two Deadline, set forth in Section 4.3.2.2 below. 2.3 The APC reserves the right to modify (shorten or lengthen) the time scheduling set forth above, and this by written notification to the Proposers. Proposers waive any objection to such modification. 2.4 The APC reserves the right to reject any or all Proposals, to re-advertise this IFP, as amended, and/or to cancel or postpone the IFP process. 3
Prerequisites
3.1
Proposers who maintain all conditions set forth in section 3.2 below shall be entitled to participate in this Tender. The APC may, in its sole discretion, disqualify any Proposal which is partial or incomplete. APC may recognize, at its sole discretion, the prerequisite conditions set forth in Sections 3.2.1- 3.2.4 herein, as fulfilled by Affiliated Companies of the Proposer and/or by companies that have been sold to and/or merged into the Proposer, insofar as this took place prior to issuance of this tender. APC may recognize, at its sole discretion, the prerequisite condition set forth in Sections 3.2.5 and 3.2.6 herein, as fulfilled by Affiliated Companies of the Proposer. “Affiliated Company” shall mean (i) a subsidiary company wholly or partially owned by the Proposer, or (ii) the Proposer’s parent company, or (iii) other affiliated company of the Proposer (as defined in the Securities Act, 1968), or (iv) company which is conglomerated with the Proposer in the same group of companies; which are to be approved by the APC at its sole and absolute discretion, and subject to any conditions which it may choose to apply.
3.2
Prerequisites:
3.2.1
Starting as of January 1, 2005, Proposer has supplied at least twenty (20) Ship to Shore ("STS") cranes, for the purpose of handling containers from vessels; and
3.2.2
As of January 1, 2010, Proposer has supplied at least eight (8) STS cranes, for the purpose of handling containers from vessels, with an outreach of no less than 50 meters long; and
3.2.3
As of January 1, 2010, Proposer has supplied at least four (4) STS cranes, for the purpose of handling containers from vessels, with an -
outreach of no less than 50 meters long,
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and with capacity of no less than 70 tons under the ropes; and As of January 1, 2010 the proposer has supplied at least two (2) STS cranes, for the purpose of handling containers from vessels, which are in operation and incorporate the following features (not necessarily all the features on the same crane): Boom Structure - single MONOBOX girder type (Boom W.S. and L.S.). Electrical system - full AC drives system with installed capacity of min. 1500 KVA
3.2.5
Proposer's organizational structure includes R&D and design operations, erection crews, quality assurance and post-sale services for STS cranes; and
3.2.6
Proposer is certified according to ISO 9001:2000 or ISO 9001:2008 or an equivalent standard in the subject field, approved by the APC; and
3.2.7
Compliance with the Technical Mandatory Requirements (TMR);
3.3
Delivery Date: The first STS Crane shall be delivered and accepted by APC in accordance with the Agreement and the Technical Specifications no later than twenty (20) months as of the Effective Date of the Agreement. The second STS Crane shall be delivered and accepted by APC in accordance with the Agreement and the Technical Specifications no later than twenty two (22) months as of the Effective Date of the Agreement.
3.4
Submission of Proposals: Each Proposal shall be submitted in the form required and provided by the Proposal Documents, as follows: 3.4.1
The Technical Proposal (to be submitted by the Deadline, set forth in Section 2.1 above) shall include the following items. The Technical Proposal shall be initialed on each page, signed by the Proposer and sealed in an envelope marked as “Technical Proposal for Tender No. 2594/TZ/15”. The Technical Proposal shall remain valid and in effect for a period of one (1) year from the Deadline, defined in Section 2.1 above (as and if amended). APC may require extension of the validity of the Technical Proposal, and Proposers undertake to extend the validity of the Technical Proposal, if so requested. * No price nor reference in any way to the compensation under the Agreement/Tender may appear in any of the documents of the Technical Proposal. In the event that any prices appear in any of said documents, the Proposal shall be disqualified. The Technical Proposal shall be submitted in two (2) identical copies (with accompanying documents and appendices), and shall include:
The IFP, initialed on each page;
The documents included in the Technical Specifications (Appendix A) of this IFP, as follows:
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-6o Section A – General Technical Demands initialed on each page; o Section B - Technical Specifications initialed on each page; o Section C (Attachments 1-9) - initialed on each page; o Section D1 – Data Sheet, completed, initialed on each page and signed by Proposer; o Section D2 – Technical Mandatory Requirements, completed, initialed on each page and signed by Proposer.
Proposer’s Reply Form (Appendix C), completed, initialed on each page and signed by Proposer;
The Agreement including its appendixes (Appendix D), initialed on each page by Proposer;
Detailed list of Quality and Technical Evaluation Values (Appendix E), initialed on each page by Proposer;
In order to provide Proposer’s compliance with the Prerequisites detailed in Sections 3.2.1- 3.2.4 above, submission of a compliance with prerequisites form is required in accordance with the form attached hereto as Appendix F;
Confirmation of Proposer’s signatory rights (Appendix G) by Proposer's legal counsel/CPA;
Foreign Supplier's Industrial Cooperation Undertaking for the benefit of the State of Israel in the form attached hereto as Appendix I - signed by Proposer;
Israeli Industrial Cooperation Guidelines (Appendix K) initialed on each page by Proposer;
Technical Information and documentation as required in Appendix L (including, without limitation, drawings, arrangements, diagrams etc.) - initialed on each page by Proposer;
Technical catalogues for components marked by an “$” in the Data Sheet (Section D1 of Appendix A);
Proposed timetable for delivery of the Cranes, in weeks, detailing the required phases, as of the Effective Date of the Agreement in accordance with and subject to Section 3.3 above and to the terms of the Agreement.
In order to provide Proposer’s compliance with the Prerequisites included in Section 3.2.5, submission of Proposer's declaration regarding its organizational structure, which shall include R&D and design operations, quality assurance, erection crews and provision of post-sale services for STS cranes within Proposer's organization.
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In order to provide compliance with the pre-requisite included in Section 3.2.6 above, submission of an ISO 9001:2000 or ISO 9001:2008 certificate or an equivalent quality standards certificate. APC at its sole discretion may disqualify a Proposal, if to APC's determination the certificate issued is not satisfying in terms of the required standards or regulations or if the examination institute is not acceptable to APC. APC reserves the right to request submission of additional documentation and details from Proposers. Proposers, by submitting Proposals hereunder irrevocably waive any claim of any kind against APC in connection with APC's decision with respect to Proposer's compliance or noncompliance with the pre-requisite included in Section 3.2.6 above.
Reference list of the electrical systems as per clause 4.1.4 of Appendix A, Section B, including the following details: a.
Manufacturer's details (name, address, e-mail and telephone of contact person).
b.
Ports where the equipment is installed.
c.
Date of installment at the port.
d.
Contact details at the port (address, fax No., e-mail, name of contact person).
APC reserves the right to request submission of additional details from Proposers. APC may contact the manufacturers or ports detailed above to ascertain Proposer's compliance with clause 4.1.4 of Appendix A, Section B.
Any Addenda to the Tender documents issued by APC – initialed on each page by the Proposer.
The following certifications required in order to receive preference in accordance with and subject to Section 2B to the Mandatory Tenders Law, 1992 (business controlled by a woman): (a) CPA's certification as required according to Section 2B to the Mandatory Tenders Law, 1992; and (b) Affidavit legally verified by a lawyer as required according to Section 2B to the Mandatory Tenders Law, 1992.
Technical Proposals may include several alternatives, so long as these alternatives meet the technical evaluation thresholds as detailed hereinafter. Those alternatives that do not meet the technical evaluation thresholds shall be rejected by the APC.
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The Financial Proposal (to be submitted by the Stage Two Deadline, set forth in Section 4.3.2.2.1) shall include the following detailed items. The Financial Proposal shall be initialed on each page, signed by the Proposer, and sealed in a separate and sealed envelope marked as “Financial Proposal for Tender No. 2594/TZ/15”:
Prices of the Cranes (to include, inter alia, Basic Training, Technical Support, Warranty, Extended Warranty and Service Company) and the prices of Optional Technical Support, Optional Extended Training and Optional Features should be inserted by Proposer in the Financial Proposal Form (Appendix B). It is hereby clarify that Proposers must submit within their Financial Proposals the Prices for the supply of one STS Crane erected in Ashdod Port as specified in section 1.1 to the Financial Proposal Form (Appendix B), AND for the supply of one STS Crane erected outside Ashdod Port as specified in section 1.2 to the Financial Proposal Form (Appendix B).
Proposer's recommended Optional Spare Parts list with delivery time and prices. Proposer shall undertake that prices will remain in effect for a minimum of two (2) years from the Acceptance (as defined in the Agreement) of the first Crane delivered to APC. Thereafter, Proposer shall be entitled to increase the spare parts' prices in up to two (2) percent per each year, all subject to negotiations conducted in good faith with APC.
Proposer's Fulfillment Program in the form attached hereto as Appendix J; The Fulfillment Program must refer also to the optional items.
The Financial Proposal shall remain valid and in effect for as long as the Bid Bond is in effect as detailed in Section 4.3.2.2.5 below, but in any event not less than six (6) months from the Stage Two Deadline. APC may require extension of the validity of the Financial Proposal, and Proposers undertake to extend the validity of the Financial Proposal, if so requested. The Financial Proposal shall be designated in EURO only, and shall be submitted in two (2) identical original copies (with accompanying documents and appendices). 3.4.3 The Proposal is forward-looking and details the undertakings of the Proposers with respect to the entire term of the Agreement, and thus, the terms of the Proposal (including, without limitation, to prices, schedules, warranties, performance, guarantees, etc.) shall be valid throughout the term of the Agreement, subject to and in accordance with its terms. 4 4.1
Tender Evaluation Procedure Preliminary Evaluation Stage. The APC shall examine whether the Proposer(s) answer(s) to all Pre-requisites in order to determine whether the Proposer(s) is/are qualified to participate in the Tender.
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In this stage the Proposals shall be evaluated in terms of compliance with the Technical Mandatory Requirements provided in Appendix A, Section D2. APC shall be entitled to require clarifications from Proposers and Proposers may submit at APC's consent amendments to the Technical Mandatory Requirements form submitted within the Technical Proposal.
4.3
Evaluation of Proposals. 4.3.1
Proposals which the APC deems qualified pursuant to Sections 4.1 and 4.2 above, will be evaluated by APC in two stages, as follows: 4.3.1.1 Quality and technical evaluation – weight of 50%; 4.3.1.2 Price – weight of 50%.
4.3.2
Technical Evaluation: 4.3.2.1 Stage One of the Technical Evaluations. 4.3.2.1.1 APC shall check to see that all documents required to be submitted as per Section 3.4.1 were submitted as required. APC shall examine the Proposals to determine whether they are complete and whether the documents have been properly initialed or signed, as the case may be. Any Proposals found to be non-responsive, partial or incomplete may be rejected by APC; and 4.3.2.1.2 APC shall undertake a quality and technical evaluation of the Technical Proposal (the “Technical Proposal Evaluation”), in accordance with the detailed list of Quality and Technical Evaluation Values (Appendix E) (“Evaluation Values”). APC reserves the right to request a Proposer to submit any documents or data that was not submitted with the Proposal and related thereto, within a given time. 4.3.2.1.3 At this Stage, a Proposal which does not reach a threshold score of 60% for each item separately as set forth in the Evaluation Values Appendix (Appendix E), and/or does not reach a total threshold score of 65%, shall be disqualified. 4.3.2.1.4 After evaluating the Technical Proposals as aforesaid in section 4.3.2.1.3 above, representatives of the APC shall meet with representatives of the Proposer which its Proposals were qualified in accordance to the required scores, and this for purposes of clarifying the Technical Proposal, to clarify the APC’s expectations regarding the Technical Proposal, to improve the Technical Proposal and to hear the Proposer’s position. 4.3.2.1.5 Moreover, representatives of the APC shall be entitled to visit the plants of the Proposer, to evaluate cranes that were supplied by the Proposer, and to contact and visit clients of the Proposer for the purpose of forming an impression on the Proposer’s professionalism, its service standards and other parameters, as relevant.
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- 01 4.3.2.2 Stage Two of the Technical Evaluation. Proposals which were qualified at Stage One shall be evaluated in Stage Two of the Technical Evaluation. 4.3.2.2.1 Upon this Stage Two, a Proposer shall issue, within the date specified by the APC and in accordance with APC's instructions (“Stage Two Deadline”): a) an improved Technical Proposal in a separate and sealed envelope; and b) a Bid Bond in accordance with Section 4.3.2.2.5 below which shall be submitted with the Technical Proposal; and c) Financial Proposal to be submitted in accordance with Section 3.4.2 above in a separate and sealed envelope (including Appendix J-Proposer's Fulfillment Program). 4.3.2.2.2 Any improved Technical Proposal shall be re-evaluated in accordance with the detailed list of Quality and Technical Evaluation Values (Appendix E). 4.3.2.2.3 An improved Technical Proposal may include several alternatives, so long as these alternatives meet the evaluation thresholds. Those alternatives that do not meet the evaluation thresholds shall be rejected by the APC. 4.3.2.2.4 At this Stage, an improved Proposal which does not reach a threshold score of 70% for each item separately as set forth in the Evaluation Values Appendix (Appendix E), and/or does not reach a total threshold score of 75%, shall be disqualified. 4.3.2.2.5 Proposer shall submit within its improved Technical Proposal a Bid Bond in the form of Appendix H in the amount of at least 1,500,000 Euro, with validity of six (6) months from the Stage Two Deadline, issued by an Approved Bank as defined below, as a security for effectuation of the Proposer’s proposal under this tender. It is specifically specified that the acceptance of the Bid bond by APC is subject to the following terms: (1) the Bid Bond has been issued by an Approved Bank and must be delivered by authenticated swift only to one of the following Israeli banks: Bank Leumi Le Israel, First International Bank of Israel or Union Bank (Israel); Unless the Bid Bond is issued directly by one of the seven major Israeli banks specified within the definition of an Approved Banks; and (2) APC has approved the Bid Bond form. “Approved Bank” means one of the seven major Israeli banks (Bank Hapoalim, Bank Leumi le Israel, Israel Discount Bank, First International Bank, Union Bank, Bank Hamizrahi and Bank Mizrachi Tefahot) or a bank which has been rated by Standard & Poor’s with a level of at least “AA-“ or which IFP STS CRANES QUAY 23 V001 2772015
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- 00 has received a rating level from Moody’s of “Aa3” or Fitch AA, and which maintains full diplomatic relations with the State of Israel APC reserves the right to demand an extension of the Bid Bond from all Proposers, from time to time, and the Proposers shall extend the validity of the Bid Bond, if so requested. APC shall consider, at its sole discretion, alternative wording of the Bid Bond, so long as the validity date required by APC, the amount set forth therein and the rating of the issuing bank are identical to the terms set forth in Appendix H, and there is no limitation on collectability of the Bid Bond beyond those set forth in Appendix H. APC shall be entitled to collect upon the executed Bid Bond, in whole or in part, if a Proposer withdraws its Proposal, or if the selected Proposer does not fulfill one or more of the requirements that constitute a condition for starting the business relationship (including, without limitation, signing the Agreement etc.). APC shall hold the Bid Bonds six (6) months after announcing of the winning Proposer (Proposers shall prolong the validity of the bank guarantees if so required), after which the Bid Bonds of those Proposers not chosen will be returned. The Bid Bond of the selected Proposer shall be held pending the first payment to Proposer under the Agreement and the provision by the Proposer to APC of the applicable guarantees and Insurance Certificate as defined within the Agreement. 4.3.2.2.6 A Proposer whose Proposal does not reach the aforementioned adjusted threshold scores and/or did not submit a Bid Bond as required will be disqualified, and its Financial Proposal will not be considered and will be returned to it unopened subject to APC's right according to Section 4.3.3.8 below. 4.3.2.3 At any stage, the Tender Committee may, at its sole discretion, request completion of missing information, and/or permits/licenses that relate to demands of the Tender, and this in order to see if the Proposer meets the requirements of the Tender. 4.3.2.4 The Tender Committee may, without obligation, ask each Proposer – at any stage of the Tender - for written or oral clarifications, in whole or in part. Any clarifications received from Proposer(s) will be considered an integral part of its Proposal. 4.3.2.5 Given the precedential and complicated nature of the Tender, the Tender Committee may – after the first stage of the Technical Evaluation update the Tender Technical Specifications, so long as after such update, the Proposers are given ample time to submit an improved Technical Proposal. Any decision regarding the update of the Tender Technical IFP STS CRANES QUAY 23 V001 2772015
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- 02 Specifications shall be undertaken for special reasons that will be recorded, and in keeping with fair competition between the Proposers. 4.3.2.6 The Tender Committee may, for reasons that will be recorded, amend any defect that may have occurred in a Proposal, or overlook a defect, and this only if it has determined that the amendment will not discriminate against other Proposers and/or it determines that this decision serves the purpose of the Tender in the best manner. 4.3.3
Financial Evaluation 4.3.3.1 At this stage, APC will evaluate the Financial Proposals of the Proposers who successfully passed the Technical Evaluation set forth above (Stage One and Stage Two of the Technical Evaluation). The financial evaluation will be based on the total price of two (2) STS Cranes (including Basic Training, Technical Support, Warranty, Extended Warranty and Service Company) as per Section 1 of the Financial Proposal Form (Appendix B), to be delivered to the APC in accordance with the terms of the Agreement DAP Incoterms 2010 (Ashdod Port, Israel, subject to the explicit terms included in the Agreement), and shall not consider the pricing for the Optional Technical Support, Optional Features, Optional Extended Training and Optional Spare Parts included in the Financial Proposal*. A Proposer who has submitted alternative Technical Proposals may submit corresponding Financial Proposals that relate to these alternatives. *Please note, APC shall inform Proposers prior to the submission of the Financial Proposal of the Optional Spare Parts which shall be taken into consideration in calculating the above Cranes total price, according to the APC's announcement and Attachment B1. In addition, APC shall be entitled to inform Proposers, prior to the financial evaluation, whether the prices of any of the options provided in the Financial Proposal Form (Attachment B & B1) shall be taken into consideration in calculating the above Cranes total price. The lowest priced proposal will receive the maximum score and all other proposals will be graded respectively. 4.3.3.2 In evaluating the prices of the Cranes, APC will take into account the fact that certain import duties will be imposed on Cranes of certain Proposers, while the Cranes of other Proposers may be exempt from such duties due to tax treaties to which Israel and some countries are a party, such that the effect of such additional duties will be added in calculating the price of such Cranes which are subject to import duties. 4.3.3.3 The lowest priced Financial Proposal will receive the maximum score and all other Financial Proposals will be graded respectively. 4.3.3.4 The Tender Committee shall be entitled to reject a Financial Proposal that is excessively low, after the Proposer has had an opportunity to explain said Proposal. 4.3.3.5 Given the precedential and complicated nature of the Tender, the Tender Committee may request clarifications from a Proposer, the addition of missing details, or the addition of information, even if the same were not
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- 03 requested in the documents of the Tender, and this in order to enable the Tender Committee to choose the Proposal that provides the most advantages to the APC. 4.3.3.6 The Tender Committee shall be entitled to disqualify a Proposal in the event the Fulfillment Program (Appendix J) was not submitted within the Financial Proposal as required or was not submitted within the "Best & Final" Proposal as instructed by the APC. 4.3.3.7 The Tender Committee shall be entitled to disqualify a Proposal in the event the Proposer did not indicate within its Financial Proposal both prices for the supply of one STS Crane as required above and in section 1 to the Financial Proposals Form (Appendix B). 4.3.3.8 It is hereby clarified that as per the decision of APC's Tender Committee, APC shall be entitled to review the Financial Proposals of Proposers who were disqualified, at any stage of the Tender, or of Proposals that were withdraw, prior to their return, for the sake of financial effectiveness. 4.3.4
Proposal Calculated Grade The calculated grade of each Proposal (Technical + Financial grades) shall be calculated as follows: Proposal’s Stage Two Technical Calculated Score (as per Section 4.3.2.2) x 50% + Proposal’s Financial Evaluation Score (as per Section 4.3.3.1) x 50%
4.3.5
Negotiations and submission of Best and Final Offers The Tender Committee reserves the right at its sole discretion to negotiate the Financial Proposal and the improved Technical Proposal. In the event that the Tender Committee shall exercise its right to negotiate as stated above, then upon completion of said negotiations, the Proposers shall be entitled to submit the “Best & Final” offers, and the scores of the Proposals shall be readjusted by APC in accordance with the Quality and Technical Evaluation Values (Appendix E) of Stage Two Evaluation and Sections 4.3.3 and 4.3.3 and 4.3.4 above. APC shall inform Proposers, prior to the submission of Best and Final Proposals, of the chosen alternative for the supply of one STS Crane to APC as detailed in section 3.4.2 above (erected in or outside Ashdod Port), and Proposers shall submit their Financial Proposals accordingly. Subject to the APC’s right, at any time, to reject any or all Proposals, to readvertise this IFP (as may be amended) or to cancel the IFP process, and subject also to the provisions of Section 10 below, the Proposer whose final evaluation score is the highest shall be awarded with the Agreement. A Proposer who has submitted all documentation as required in Section 3.4.1 above within its Technical Proposal, shall receive preference in accordance with
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- 04 and subject to Section 2B to the Mandatory Tenders Law, 1992 (business controlled by a woman). 5
Responsibility of Proposers
5.1
Proposer shall bear all costs associated with the preparation and submission of its Proposal. APC shall, in no event, be liable for any costs, regardless of the conduct or outcome of this Tender.
5.2
Each Proposer shall carefully examine the Proposal Documents, and shall become familiar with the required operation, and shall judge for itself all of the circumstances and conditions which might affect its Proposal and operations thereunder. Failure on the part of any Proposer to examine, inspect and be completely knowledgeable of the terms and conditions of the Proposal Documents, the operational conditions or any other relevant documents or information, shall not relieve the Proposer from having to fully comply with its Proposal and the Agreement.
5.3
All requirements in the Proposal Documents apply to the Proposer named in the Proposer’s Reply Form, unless specifically permitted herein.
6
Right of Examination of Tender Documents
6.1
Unsuccessful Proposers shall be entitled to review the selected Proposal within thirty (30) days as of receipt of APC's notification regarding the results of the Tender, subject to the Mandatory Tenders Law, 1992 and the Mandatory Tenders Regulations, 1993, and provided that, it has applied in writing to the Secretary of the Tender Committee following the award and paid the APC an amount of NIS 750, including V.A.T.
6.2
Each Proposer should mark within its Technical Proposal, which parts contain (in the Proposer’s opinion) the Proposer’s commercial secrets which should not to be disclosed to other Proposers; these parts should be clearly identified and should be physically separated from the rest of the Proposal, insofar as this is feasible. Regardless of the aforementioned, the Proposer’s experience and Financial Proposal shall not constitute commercial secrets.
6.3
The Tender Committee shall have sole discretion and shall make its own judgment with regard to the nature and extent of the “commercial secrets” contained in any of the Proposer’s documentation, and shall not be limited in disclosing such information to other Proposers in accordance with applicable law. The Proposers, by submitting Proposals hereunder, irrevocably waive any claim of any kind against either the Tender Committee or the APC, in connection with such disclosure (regardless of whether they have marked the same as “commercial secret”).
6.4
Regardless, the Tender Committee shall provide prior notification to the Proposer, in the event that it intends to disclose information marked as “commercial secrets” to another Proposer, and this in order to enable the Proposer a reasonable response time. If the Tender Committee decides to disclose the information nevertheless, it shall inform the Proposer prior to the disclosure.
6.5
A Proposer who marks certain items as “commercial secrets” is representing that these parts, in other Proposers’ Proposals, are also commercial secrets and waives its right to inspect those sections in other Proposals.
7 7.1
Requirements of the Industrial Cooperation Authority In accordance with the Mandatory Tender Regulations (Mandatory Industrial Cooperation) – 2007 ("Regulations"), a Proposer who wins the Tender (the "Selected
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- 05 Proposer") must undertake an industrial cooperation. The major principles of the Regulations are set forth below but are not intended as the full or complete requirements, which are as set forth in the Regulations themselves:
7.2
7.1.1
Industrial cooperation for a sum equal to at least 35% of the total sum of the Value of the Transaction (for suppliers of non-excluded products from GPA member states, the extent of industrial cooperation is 20%). “Value of the Transaction” shall include the total sum of all of the payments, including taxes, which must be paid in accordance with the transaction, as per their value at the date of the signing the Agreement, including the value of options included in the Agreement, as further defined in the Mandatory Tenders Regulations, 1993.
7.1.2
In the framework of its commitment to an amount of industrial cooperation, per section 7.1.1. above, the Selected Proposer must collaborate in a local subcollaboration to the extent of no less than 20% of the Value of the Transaction;
In light of the above, each of the Proposers must submit the following documentation: 7.2.1
Foreign Supplier's Industrial Cooperation Undertaking, as per Section 3.4.1 above as set out in Appendix I to be submitted as part of the Technical Proposal;
7.2.2
Proposer's Fulfillment Program in the form attached hereto as Appendix J to be submitted as part of Proposer's Financial Proposal as per Sections 1.4.11 and 3.4.2. The submission of this document is a pre-requisite for participation in this Tender, as per Section 4.3.3.6 above.
7.3
The signing of the Agreement with the Selected Proposer is conditioned upon receipt of approval from the Industrial Cooperation Authority of the Israeli Ministry of Industry, Trade and Labor ("ICA"), confirming that the Selected Proposer has complied with the Industrial Cooperation requirements, including submission of a Fulfillment Program for executing the Industrial Cooperation requirements;
7.4
The Selected Proposer will be required to submit to the APC and the ICA, upon completion of the work, confirmation from an accountant regarding the extent of the collaboration with a local sub-collaborator, as it was actually carried out and its details;
7.5
It is clarified that the commitment to an industrial cooperation shall apply to the Selected Proposer only in the event that the Value of the Transaction (i.e. the total value of the Proposal including taxes and including the value of options) is above 5,000,000 USD. In the event that the Value of the Transaction is above 5,000,000 USD, the commitment to an industrial cooperation shall also apply to any continued cooperation for sums above 500,000 USD;
7.6
Each Proposer is required to submit the documentation set out in clause 7.2 above regardless of their Value of Transaction;
7.7
To remove any doubt, it is clarified that in any event of a contradiction between this Section 7 and the requirements under the Regulations, the Regulations shall prevail.
7.8
For the convenience of Proposers, attached hereto as Appendix K the 'Israeli Industrial Cooperation Guidelines' issued by the ICA.
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Rejection of Irregular Proposals Proposals which contain any alternation, addition (which is not requested under the Proposal Documents or by APC specifically in writing), omission, condition, limitation or show irregularity of any kind, may be rejected by APC. APC reserves the right to reject, disregard or waive any additions, conditions, irregularities, technicalities or informalities in any Proposal or to reject any or all Proposals.
9
Clarification Procedure
9.1
Should a prospective Proposer find a discrepancy in, or omission from, the Proposal Documents, or should it need clarification as to the meaning therein, it should notify the APC officer Mrs. Ayelet Mandler in writing (either by facsimile: 972-8-8517523 or email:
[email protected]). Any request for interpretation, clarification or correction must be received at least fourteen (14) calendar days prior to the last date scheduled for submission of the Technical Proposals, in order to be given consideration, and it is the Proposer’s responsibility to verify that the request has been received by the APC (by telephone inquiry at 972 – 8 –21571880/).
9.2
A request for interpretation, clarification or correction must contain the Tender number herein, the name of the Proposer, address and contact information (telephone/facsimile/email and business address).
9.3
Replies to the same shall be in writing and issued in the form of “Addenda to the Proposal Documents”, sent by facsimile or electronic mail to all prospective Proposers of record as of the date of issuance of the Addenda, at the contact information provided by each prospective Proposer. APC shall not be liable for any replies, information, or instructions issued in any manner, other than as set forth herein.
9.4
The APC shall not disclose the identity of the prospective Proposer who made the request for interpretation or correction.
10 General 10.1 Submission of a Proposal hereunder shall constitute proof that the Proposer read all of the Proposal Documents, understood them and agreed to them in full and without reservations. 10.2 APC is not obligated to choose the Proposal which received the highest calculated financial score, the Proposal which received the highest calculated Quality and Technical Evaluation Score, or any other Proposal. 10.3 The selected Proposer shall execute the Agreement (Appendix D) within fourteen (14) calendar days of the date APC notifies the selected Proposer, in writing, that it has been selected under the Tender (the "Effective Date"). In the event of any discrepancies between the Tender documents and the Agreement, every effort shall be made to bridge the discrepancies; if APC is unable to do so, the terms and conditions of the Agreement shall prevail. Failure of the Proposer to execute the Agreement as detailed in this Section shall be deemed a breach of the Agreement and shall give rise to APC’s right to collect on the Bid Bond, to terminate the selection of said Proposer as the selected Proposer in the Tender, and to choose an alternative Proposer. 10.4 As condition precedent to entering into the Agreement, the selected Proposer shall submit all undertakings, confirmations, certifications and other documentation set forth in the Agreement. Failure to submit the same shall constitute a material breach of the Agreement, and APC shall be entitled, without derogation from any other remedies to
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- 07 which it may be entitled under the Proposal Documents and/or applicable law, to collect upon the Bid Bond. 10.5 Without prejudice to any other remedy or right of APC, in the event of a breach of Agreement, as aforesaid, or withdrawal of Proposal by the winning Proposer, APC may declare the Proposer’s win void and declare the second highest Proposer (or the incomer Proposer if such second highest Proposer fails to meet the requirements and so on) to the winner in the Tender. In such case, all obligations listed above shall apply to the newlydesignated winner. 10.6 For the avoidance of any doubt, the Proposals and bid Bonds submitted within the framework of the Tender shall remain in force for the period as set for the in section 4.3.2.2.5 above, so that if the winning Proposer fails to meet the requirements of the Agreement, APC would be able to declare another Proposer the winner and APC's declaration would be binding upon that Proposer within this period of time. 10.7 APC shall be entitled to approach an alternative Proposer even after the period as set in section 4.3.2.2.5 above, but at this stage the Proposer shall have the right to turn down the offer without entitling APC to 10.8 Israeli law shall govern this Tender, without regard to its conflict of law provisions. Any disputes under this tender shall be subject to the sole and exclusive jurisdiction of the authorized courts in Israel. 10.9 Additional terms and conditions shall apply to this Tender, as set forth in the Agreement (Appendix D), including inter alia Terms of Payment and Guarantees.
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STS – Container Ship to Shore Gantry Crane Section A – General Technical Demands
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Appendix A – Technical Specifications SECTION 'A'
General Technical Demands
for
CONTAINER SHIP TO SHORE GANTRY CRANE (STS)
Ashdod Port– for Quay No.23
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Table of Contents Subject
Page
1.
Scope of work
3
2.
Location of project
3
3.
Climate and meteorology
3
4.
Design
4
5.
Documentation
5
6.
Training of operators and maintenance personnel
13
7.
Erection and Operation Sites and Procedures
14
8.
Warranty and Warranty Inspections
15
9.
Technical support
16
10.
Service company
17
11.
Timetable
18
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In this General Technical Demands and in the Technical Specifications any reference to 'Contractor' shall be regarded as reference to 'Supplier', and any reference to a 'Crane' shall be regarded as reference to an 'STS Crane', as defined in the Agreement. Any definitions contained herein shall have the meaning ascribed to in the Agreement unless specifically defined herein.
Scope of Work
1.
The following specifications (Sections A, B, C, D1 and D2) together with the appendices represent the requirements for the supply of Ship to Shore container cranes (STS): design, fabrication, erection, start-up, testing and running in of the cranes. The contractor shall furnish all appliances and/or accessories that are necessary for the proper performance of the crane, whether detailed or not in the drawings, called for in the specifications, or shown on the data sheet.
Location of Project
2.
The cranes are intended for: Ashdod Port in Ashdod – quay No. 23, Israel. For erection directions see para. 7.
3.
Climate and Meteorology
3.1
The climate at the Operation Site is characterized by a Mediterranean sub-tropical climate with extreme corrosive dust. The mean annual temp' is 22°C, the coldest months are Jan. and Feb. (mean daily temperature of 16°C) and the warmest month is Aug, (mean daily temperature of 30°C.)
3.2
Relative humidity values are relatively constant throughout the years with monthly averages ranging from 57% up to 75%.
3.3
The cranes will be designed to withstand the wind conditions, as specified in FEM (3rd edition 87 para 2.24) (see also section B para 9.5). Results from wind tunnel tests may be considered.
3.4
All mechanical drives, electrical equipment, heat exchangers, air conditioners, expansion joints, etc., shall be sized and designed to operate within temperature range of -10°C through +50°C and relative humidity of 95%.
3.4.1.
Design Factors: Ambient temperature 45°C, Relative humidity 85%
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Design
4.1
Design Review and Design Appraisal
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The design shall be in two basic stages: Conceptual design (layouts, arrangements, etc.) Detailed design The contractor shall submit for review by the APC copies of all design drawings, calculations (structural, electrical, mechanical) electrical diagrams, catalogs, and any information and drawings used to design, manufacture and erect the cranes. Additional copies will be submitted to the APC's nominated supervisory company. The APC review is to verify general conformity of the design with the specifications and does not relieve the contractor of any responsibility. All information shall be submitted at least one month before design review to enable the APC and its nominated supervisory company to submit rejections, comments and remarks to the design, before any purchase of material, components, manufacturing or another binding activity has been started. Thus, required modifications shall not affect the progress of the project. Approval of the design review is pre-condition to start of fabrication. The design shall be in metric form. As far as practical, sizing and selection of components, electrical and mechanical, shall be affected to achieve uniformity between various systems on the crane. For each selected component, the contractor shall submit: Selected supplier's details and experience Technical catalog and data sheet Calculation and selection procedure Marking of the selected component on the catalog. The contractor shall verify that the APC has approved the specifications of each component as well as its supplier prior to placing an order. All computer calculations shall be presented in such a way that the results can be checked by means of non-programmed calculations, based on generally accepted methods in the field of dynamic steel structure designs, mechanism, drives, etc. The electrical design shall include, but not be limited to: Disposition and arrangement drawings showing the layout of all the electrical components on the crane structure (location, dimension and designation.) Components layout and internal arrangement of components in the cubicles, inside and outside view. Arrangement of the control panels and stations.
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The final technical specifications shall be signed after completion of the Design Review by both Parties. 4.2
Regulations, Standards and Codes Unless otherwise mentioned the design, construction and equipment shall conform to the current requirements of the following group of applicable regulations, standards and/or codes: AISC - American Institute of Steel Construction AWS - American Welding Society ASTM - American Society for Testing Materials DIN - Deutsche Industry Norm EURONORM - European Norm FEM - Federation European de la Manutantion IEC - International Electrotechnical Committee ISO - International Standards Organization SSPC - Steel Structure Painting Counsel VDE - Verband Deutscher Elektrotechniker ILO - International Labor Organization In case of any difference between standard/code demands and these specifications, the contents of the specifications will prevail. In case of contradiction between the codes, DIN/ISO standards shall govern.
4.3
Inspection and follow up in the contractors' premises Detailed design review will be conducted at the contractor's premises, unless decided otherwise by the APC. Inspection of parts – structural, mechanical, electrical, cabs and cubicles shall be performed, if so decided by the APC, in the place of manufacturing / assembly/ erection / testing.
4.4
Inspection and review of documents Quality control, review of maintenance manuals and reports, as well as coordination of shipments and erection procedures shall be carried out, by APC or anyone on its behalf, in the contractor's office of the fabrication / erection locations if decided by the APC.
5.
Documentation
5.1
General All information shall be in English. Original catalogs/Technical sheets shall be provided. The documentation mentioned shall be comprehensive to include all the relevant information that may be required in case of maintenance, break down or a failure in the structure / mechanical / electrical part.
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Thus, APC personnel will be able to refer to the documentation, to obtain spare parts data or any technical information required for the repair, maintenance or for ordering the required parts from the OEM without being compelled to dismantle the part. The documents will be used, inter alia, for training of maintenance personnel and operators. Documents shall be furnished in two ways: Hard copies in quantities detailed below. Each volume of documents shall be bound in a durable loose-leaf binder. Digital on magnetic media (Disk–on-Key.) The digital media and programs will be supplied as follows: Ready for use without the need to perform any setup procedure. Registered license as required. Suitable for unlimited users. Full user's manual or operation instructions. Files shall be prepared under MS Office, Windows (for example: Word, Excel, Access, PowerPoint, MS Project, AutoCAD 2000 etc.) 5.2 5.2.1
Reports Monthly Reports The contractor shall regularly prepare monthly reports, starting from the Effective Date of the Agreement until Acceptance. The reports shall be submitted to the APC by the end of each month. The report shall include the following chapters (as a minimum): Description of the main activities performed in the preceding month. Status of the purchasing of components. Open issues. Timetable – actual versus planned. The timetable shall be prepared in MS Project showing on a Gantt chart the planned versus actual status.
5.2.2
Daily Time Sheets The contractor shall keep daily works diary during the entire period starting from the Start of Erection until the Acceptance of the last crane. The time sheets shall reflect the major tasks performed including the number of personnel on Site(s) and their respective professions, the major equipment present on Site(s) and any unusual event. The daily time sheet shall be presented to the APC for counter-signature.
5.3 5.3.1
Parts Lists Components List The contractor will submit to the APC a complete and comprehensive list of components installed on the crane.
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The list shall give detailed and completed information on technical data, rating, type, make, ordering reference and all OEM reference of the component. The list shall indicate the location and quantity, installed per system, per crane. Reference to each component shall appear in the maintenance manual / parts catalogs (see para. 5.5.) Set of complete technical catalogs, data sheets or brochures shall be prepared. The selected components shall be market in the documents. 5.3.2
Spare Parts Lists
5.3.2.1 General 90 days after the approval of the design, the contractor shall prepare and submit his updated recommendation for spare parts to be kept in APC's stores (at the port). The list shall be prepared on the basis of the complete lists of parts and on delivery time, quantity installed, etc. Prices and delivery time shall be noted in the list. The list shall include complete units as well as a breakdown to single components to the level of bearings, electrical equipment, separate gears, brake lining, electrical printed cards, etc. In addition, Contractor shall indicate for each Spare Part specified above the name and catalog number of the manufacturer of such part (OEM).
Reference to each component and its parts breakdown as applicable shall appear in the maintenance manual. Contractor may not amend the prices proposed by him within its Proposal to the Tender, except for spare parts that were not included therein. (hereinabove "Recommended Spare Parts")
5.3.2.2 Optional Spare Parts The contractor shall submit, no later than 30 days after the approval of the design, the catalogs for the spare parts specified in Appendix B1. It is the intention of the APC to order the spare parts in such a way that the supply of the spare parts may be integrated with the supply of these parts for the cranes (based on the prices specified for this matter in Appendix B1). (hereinabove "Optional Spare Parts") 5.4
Electrical System Files The electrical system files shall consist of, but shall not be limited to: Operation Manual. Single line diagrams with text, explaining the function of the electrical system and its components. Detailed circuit diagrams of the electrical system. Disposition and arrangement drawings, showing all electrical components layout throughout the crane (location, dimension and designation.)
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5.5
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Components layout and internal wiring diagrams of all cubicles, panels, controllers, motor control centers control consoles and the like. Terminal diagram – interconnection wiring diagrams, showing the connections of all components and devices complete with number of conductors and wire numbering. Unit wiring diagram showing the internal wiring of shop-made mounting units, e.g., a circuit breaker, a relay set of a regulator (no "black boxes" are permitted. Namely, no units may be left without information as to their purpose, content and interior connection.) I/O list with full detailed reference (location, I/O address, connections etc.) Cable list (including type and length.) Full test data on the cubicles, motors, etc., with field adjusting data, full load testing and measurements, dial setting of the potentiometers and the measurements and reading in all points. List of components (see para. 5.3.1.) Software backup (diskettes/CD) for al programmable equipment, systems, etc.
Maintenance Manuals and Parts Catalogs (Mechanical and Electrical) The maintenance manuals shall consist of the following chapters (minimum requirements):
5.5.1
General Description Description of the crane, its systems and modes of operation, including general arrangement drawings.
5.5.2
Operating Instructions This chapter will include, as a minimum, the following sections: Pre-operation check-out. Start-up procedure. Operation procedure (operation limitations and conditions.) General data of the crane and description of the structure, drives and auxiliary systems. Detailed description of all the stands and controls in the operator can and other control stations throughout the crane – their functions, limitations and interlocking. Shutdown procedure. Preparation procedures for storms. Emergency procedures.
5.5.3
Preventive Maintenance Procedures (In two split lists electrical and mechanical) Procedures for periodic cleaning, oiling, greasing, check-outs, adjustments, etc., arranged for periodic inspection in the following frequencies, or other frequencies as recommended by the contractor. For Hebrew translation refer to para. 5.8 Monthly Tri-monthly
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Semi-Annually Annually Seven (7) year inspection The procedures shall provide the following data elements: System application Location Description of the work/adjustment to be performed Type of oil/grease/compounds to be used Spare parts required to perform the work (hydraulic filters, "o" rings, etc.) Special tools required to perform the work 5.5.4
Maintenance Instructions - (In two split lists electrical and mechanical) This chapter will include instructions and procedures for parts or components replacements, adjustments, and disassembly, repair, overhaul, assembly and testing of components as well as systems. For Hebrew translations see para. 5.8.
5.5.5
Parts Catalog This chapter will include (minimum requirements):
5.5.5.1 Illustrated parts breakdown, including sub-contractor items such as motors, gear reducers, etc., with sectional drawings or axonometric drawings and a list for each on of the drawings. 5.5.5.2 Index of all part numbers, appearing in the catalog in P/N sequence, having the following data elements: 5.5.6
Designation given by the contractor and OEM detail. Drawing number Location on the crane / system Designation given by OEM
Standards In-house standards, procedures, etc., related to the design, manufacturing, erection, testing and calculations and to the maintenance of the crane systems and components, shall be given in this chapter. Papers to be in English.
5.6 5.6.1
Lubrication Lubrication Charts The contractor shall prepare drawings as well as framed, plastic-coated, lubrication charts for all systems, showing all points to be lubricated, type of lubricant/oil to be used for each point and recommended frequency for re-lubrication/oiling.
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In order to enable use of lubricants available in Israel, the contractor will provide a list of recommended lubricants for approval by the APC. Only the approved lubricants will be used during the construction and erection of the crane. The equivalent Israeli materials will appear on the lubrication charts. 5.7
Operation Manual The operation manual file is the basis for the control system programming and is subject to the approval of the APC. It should include full, detailed and comprehensive description of all the devices on all the control stands, their functioning, interlocking and precondition. Layout schemes of all the control panels, limit switches arrangements and descriptions shall be included. The manual shall consist of the following (as applicable):
General data of the crane. Safety Control stands – Operator cab, Controller can, E-room, trolley M-room (main hoist), Boom hoist M-room. Programming unit List of faults (see Section B para. 4.6.9.) CMS system (see section B para 4.6.7.) Limit switches (hardware and software – per drive and of auxiliary systems as applicable.) Sketches showing the range of functioning shall be included.
5.8
Hebrew Translation
5.8.1
Applicable Manuals, Labels and Signs The following applicable manuals, labels and signs shall be prepared in English and in Hebrew: Maintenance manuals, electrical and mechanical. Operation manual. Operating instructions for operators. Preventive maintenance – structural, mechanical and electrical. All the labels on the control stands, warning shields and instruction plates shall be in Hebrew.
5.8.2
Remarks
Files listed in 5.8.1 shall include crane general data. General arrangement drawings shall not be translated. Spare parts lists and drawings will not be translated. Crane data and systems description shall be translated. Operation manual will include description of the crane controls and monitoring system. Translations will be checked and approved by APC.
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Type of Documents to be submitted – Timing and Quantities
5.9.1
General
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The various documents shall be prepared and submitted for the approval of the APC at different timing and whenever a change is made in an already approved system (see 5.1.) All drawings shall be submitted in A4 or A3 or A2 or A0 form folded to A4 and arranged in files according to topics/systems. To ensure legibility, general arrangement drawings, structural/mechanical drawings and other documents with many details shall be submitted in their original size as well. The technical sheets or standards and corresponding bill of material / parts list will be attached to each drawing. If not mentioned otherwise, documents shall be submitted in three copies. The following phases are referred to:
Design and design appraisal Fabrication and Erection Testing and handing over. After acceptance (as made.)
5.9.2 Design Appraisal 5.9.2.1 All drawings, electrical diagrams, calculations, static structural, mechanical and electrical components, etc. Additional three copies shall be submitted upon request to APC nominated supervisory company (see 4.1.) not later than start of Design Review. 5.9.2.2 Parts Components lists – electrical and mechanical (Section 5.3.1 above), prior to start of fabrication. 5.9.2.3 Spare parts lists recommendation (5.3.2) – no later than 90 days after the approval of the design. 5.9.3
Fabrication and Erection
5.9.3.1 Changed or modified drawings, parts, etc., - whenever applicable. 5.9.3.2 Quality Plan (para. 10.5.2 Section B) – Prior to start of fabrication. 5.9.3.3 Lubricants list and charts (para. 5.6) – minimum 30 days prior to start of Acceptance Tests. 5.9.3.4 Test program (section B para. 11) – not later than 90 days prior to start of Acceptance Tests.
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5.9.3.5 Training programs in Israel (para. 6) and in the contractor/sub-contractor plants for mechanics, electricians and operators – not later than 90 days prior to start of Acceptance Tests. 5.9.3.6 Service company information according to para. 10 – not later than 60 days before the start of Erection. APC shall examine the information provided and shall approve/disapprove the Service Company within 30 days as of receipt of the information. A copy of the signed agreement(s) between the contractor and the Services Company/ies for the Warranty Period shall be submitted to APC – prior to issuance of the Declaration of Completion certificate and as a condition precedent to its issuance. 5.9.3.7 Maintenance manuals and parts catalogs (para. 5.5) – 60 days prior to start of Acceptance tests. 5.9.3.8 Full sets of updated electrical drawings in A3 form and mechanical drawings in A0 form, arranged in files – prior to the start of the Erection. 5.9.3.9 Operation Manual in six copies (see para. 5.7) – Not later than 60 days prior to start of Acceptance tests. 5.9.4
Testing and Handing Over
5.9.4.1 Final and approved versions, including the Hebrew translations (para. 5.8) – 30 days before start of training or start of Acceptance Tests whichever is executed first: 6 copies of operation manual (hand written corrected) 8 copies of operating instructions for operators 8 copies of preventive maintenance. 5.9.4.2 As Made set of electrical system files (hand written corrected)(para. 5.4) – three copies per crane, upon Acceptance of each crane. 5.9.4.3 Acceptance file – upon Acceptance of each crane. The file shall include all certificates of relevant components, recorder charts of all drives, printout of test progress, etc. 5.9.5
As Made Documentation (after Acceptance of the first Crane) and no later than Acceptance of the last crane.
5.9.5.1 Operation manual (para. 5.4) – five copies in English and ten copies in Hebrew. 5.9.5.2 Circuit diagram, program listing, block diagram, cables list, etc. (para.5.4) 1 copy A3 form on each crane. 3 copies A3 form for the APC. 2 sets of CD – ROM with the drawings files (AutoCAD or equivalent) for APC Equipment Department office. G23
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Full addition of all licenses necessary for each crane.
5.9.5.3 Drawings – sets of "as made" drawings – structural, mechanical, arrangement of components, etc. 8 sets for APC Equipment Department –office (4 sets in A3 form and 4 sets in A0 form). 2 sets of CDs with the drawings files (AutoCAD or equivalent.) 5.9.5.4 Components – updated parts and components lists, and catalogs files in 3 sets and 2 sets in CDs. 5.9.5.5 Program and procedures for the periodical warranty inspections (see para. 8.)
6.
Training of Operators and Maintenance Personnel
6.1
Operators Training at Ashdod port, Israel Operators training will include classroom instruction and on the job training. The training will be given to four (4) APC instructors/operators, who will then instruct the other operators of the port. All training aids, which will be used during the training, will be left for the APC's use.
6.2
Classroom instruction will include teaching of the basic theory of the crane systems and their operation. The duration of the Classroom Instruction training shall be three (3) days.
On the job training will include equipment familiarization and operation of the crane for at least 32 working hours (4 shifts) for each operator's instructor.
On the job training shall be given prior to the start of Acceptance Tests of the first crane so that they will be able to participate in the tests and to perform the "Normal Operation Test" during the final acceptance test (see section B para. 11.2.) Maintenance Personnel Training Maintenance personnel instructions and training will be given to two sections of technicians – mechanics and electricians. Two training sessions will be given to each section of technicians. It is the intention of the APC to assign mechanics and electricians to observe the erection and commissioning activities on the cranes. All training aids will be left for APC use after training completion. Maintenance personnel training shall be given prior to the start of Acceptance Tests of the first crane so that they will be able to participate in the tests and to perform the "Normal Operation Test" during the final acceptance test (see section B para. 11.2.)
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6.2.1
Classroom Instruction
6.2.2
System theory. Maintenance manual, operation manual, drawings familiarization and interpretation.
On the Job Training
6.2.3
Page 14 of 19
Equipment familiarization. Maintenance tasks performance, which will include monthly, tri-monthly, semiannual and annual inspection and maintenance. Systems adjustment.
Duration of Maintenance Training
6.2.3.1 Mechanics: At the mechanical contractor's premises: Two courses of one week each (total two weeks) of system theory and practice. (Air fare, hotels and per diem expenses to be borne by the APC.) At Ashdod port: Two courses of six days each (total two weeks) including classroom and on the job training. 6.2.3.2 Electricians At the electrical contractor's premises: Two courses of two weeks each (total four weeks) of system theory and practice. (Air fare, hotels and per diem expenses to be borne by the APC.) At Ashdod port: Two courses of ten days each (total four weeks) including classroom and on the job training. 7.
Erection and Operation Sites and Procedures
7.1
Erection and Operations Sites The Erection Site will be at the east area of quay No. 23 (See Section C, Attachment 2). Access road, by land, shall be provided to the area. The Operation Site will be at quay No. 23 (See Section C, Attachment 3). The areas are limited in size and are adjacent to the operational areas of the port. The contractor will present to APC the required dimensions of the erection area and workshop location and the operation area, during each of the erection, commissioning and testing stages and the respective schedule. The contractor will be responsible for the fencing and guarding of the Erection Site.
7.2 G23
Surface and Elevation
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The Erection site and the Operation Site in the port are covered with asphalt or hard compressed gravel. Levels shall be defined during the discussions on the erection procedures. APC will repair all damages to the erection and operation areas surface, and the contractor will reimburse all costs incurred by the APC. 7.3
Permissible Loads Permissible loads on the surfaces are limited to 4 ton/m2 The permissible loads on the gantry tracks are specified in Section B. The contractor shall present for APC's approval the layouts of the heavy lifts planned before start of erection.
7.4
Facilities APC shall supply contractor with water and electricity necessary for the erection, commissioning and testing of the cranes, including water and electricity for his offices and workshops. All other facilities including, without limitation, sewage facilities and other waste removal services, needed for the carrying out of the works on the sites shall be provided by contractor on its expense.
7.5
Erection and Operation Sequence and Procedure Erection is intended to be executed by the Contractor in the Erection Site at Ashdod port. Upon the issuance of completion of commissioning and testing in the Erection Site certificate Form E, cranes will be moved by the contractor to the Operation Site for final commissioning and testing. Transportation of parts shall be via the access road. APC cannot undertake to unload the parts at quay No. 23. The cranes shall be transported and positioned in the Operation Site at the west side of Quay 23 (the cranes shall be located west of crane 236) for final testing and acceptance. The transportation and unloading procedures are subject to prior approval of the APC with regard to timetable, feasibility, location of erection, safety etc. Option: Erection in a remote location: In case the cranes are erected elsewhere (i.e., not within the port area), the fully erected cranes and partly commissioned, shall be transported and positioned on the rails in quay No. 23 (at the Operation Site) for final commissioning, testing and for the final Acceptance. The transportation and unloading procedures are subject to prior approval of the APC with regard to timetable, feasibility, location of erection, safety etc. The contractor shall submit for APC for review, not later than 30 days before start of erection, the erection procedures for each crane, with the corresponding dates and areas for the various stages of the erection, commissioning and testing.
8.
Warranty and Warranty Inspections
8.1
Warranty Periods
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The Warranty Period shall be three (3) years from the issuance of the Acceptance Certificate for each Crane. The Extended Warranty Period shall be for seven (7) years with regard to structural defects and paint work from the issuance of the Acceptance Certificate for each Crane. 8.2
Warranty Inspections The Contractor shall perform the following periodic inspections and surveys to establish the condition and the status of each Crane and its systems: 12 months after Acceptance. 23 months after Acceptance. 83 months after Acceptance (for structural and painting aspects.) The survey shall be performed by competent engineers and will refer to the structure, mechanical and electrical systems. The Contractor shall submit a full surveying program for the approval of the APC prior to the first periodic inspection as specified above. The program has to be detailed and to include the following chapters: Required characteristics. The exact procedure and method of surveying. Method of conducting control and measuring. Survey instruments equipment and power.
8.3
Warranty Claims In case of a failure during the Warranty Period, the APC shall issue a corresponding detailed Warranty claim stating the nature of the failure, the demands for repair, etc. The obligation of the Contractor with regard to the Warranty claims includes all costs, including, parts, labor, shipment etc. The notice about the claims shall be sent to the Contractor. In order to minimize the downtime of the faulty Crane, at APC's discretion, the APC technicians will repair the failure(s) using spare parts from APC's warehouse, and such will not derogate from (or qualify or diminish in any way) Contractor's obligations under the Warranty. The Contractor shall supply the spare parts back to APC in the quickest manner. If the failure is beyond the training and specialties of the APC technician, APC shall inform the Contractor and the Contractor will conduct and supervise the repair work by its own personal/subcontractors. In addition, if the Contractor fails to perform satisfactory, at APC's sole discretion, APC will carry out the repair work and the Contractor shall reimburse all corresponding costs to the APC.
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Contractor will ensure that the fault or defect will be attended to as soon as possible following receipt of APC's claim notice and no later than 7am (Israel time) of the following Business Day. Contractor shall continuously, while employing full capacity, perform all necessary actions and take all measures until the defect; failure of fault has been fully resolved. The Contractor shall notify the APC about the execution of the repair work associated with the Warranty Claim and on the supply of the replacement parts. The above terms shall apply also to the Extended Warranty.
9.
Technical Support The contractor shall provide operational and technical support on site for a period of 6 months per each field (mechanical and electrical), starting from a date to be mutually agreed by the APC and the contractor. The engineers giving the support will be approved by the APC. The tasks of the support personnel will be to give additional training, perform and execute modifications, assist and instruct the maintenance personnel, and for further calibration. The technical support shall be given in the following fields: mechanical and electrical as detailed hereinafter. The mechanical and electrical engineers will be available by phone 24 hours a day, six days a week (Sunday through Friday).
9.1
Mechanical Engineer Support on site of mechanical engineer stand-by on site for a period of six (6) months.
9.2
Electrical Engineer Support on site of electrical engineer stand-by for a period of 6 months. The assigned engineer shall be the same person who conducted the commissioning of the cranes.
9.3
Optional Technical Support At any time during the term of the Agreement, APC shall have the right, at its sole discretion, to purchase from contractor additional Mechanical and Electrical Technical Support for additional periods of one (1) month each up to a total period of three (3) months per each field.
10
Service Company The contractor undertakes to establish in Israel appropriate Service Company to be active during the normal Warranty Period of three years. The Service Company will
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repair the warranty defects, which occur within the Warranty Period of the crane. It shall also execute the works required for the proper functioning of the crane, which are beyond the normal routine maintenance, including structure, electrical and mechanical components. Skilled, proficient and experienced personnel will be employed. The response time shall be no later than7am (Israel time) of the following Business Day after APC's notification. The contractor shall submit at least 60 days prior to Start of Erection of the first crane, details of the service companies chosen for the job, as well as the details of the agreement(s) between the contractor and the Service Company(ies) and the C.V.'s of the involved personnel, for the approval of the APC. APC shall approve or disapprove the Service Company(ies) within 30 days of receipt of all required information. The contractor must submit a copy of signed agreement(s) between the contractor and the Service Company(ies) for the Warranty Period prior and as a condition precedent to the issuance of the 'Declaration of Completion' with respect to the first crane. Without derogating the above, the Acceptance Test shall not begin unless APC has approved in writing the Service Company(ies).
Timetable
11 11.1
The timetables shall be prepared in two versions: Per crane (crane timetable.) Time consecutive (project timetable.) The timetable shall be based on the Gantt chart.
11.2
11.3
11.4
G23
General timetable for the complete project shall be submitted within 30 days as of the Effective Date. Each crane in the scope of supply shall be marked separately. The following phases shall be detailed: Engineering and design review (one month to be considered for the review.) Purchasing and supply. Manufacturing. Erection. Commissioning. Testing.
Specific dates shall be given in the timetable for: Effective Date. Delivery to Ashdod Port. Arrival to the Erection Site at Ashdod Port. Start of erection (for each crane.) Completion (ready for test for each crane.)
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STS – Container Ship to Shore Gantry Crane Section A – General Technical Demands 11.5
11.6
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Final acceptance (for each crane.)
Additional detailed timetables shall be prepared for: Fabrication (for the various main sub-contractors.) Erection, Commissioning and Testing (for each crane.) Documentation and training (rough schedule.) Timetable Considerations
11.6.1 Sufficient and reasonable time shall be taken into consideration for APC response on technical clarifications. 11.6.2 Five weeks to be considered for design review and appraisal. 11.6.3 Expected time schedule: The term week shall consist of 6 Business days. Acceptance tests schedule start after the contractor issues a "Declaration of Completion" certificate and including the following Stages: One (1) week for APC general inspection. Two (2) weeks for functional tests and duty cycle test. Six (6) weeks for Normal Operational tests. Total duration, approximately nine (9) weeks all subject to the applicable provisions included in the Agreement and Section B to the Technical Specifications.
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Section B – Technical Specifications
Appendix A – Technical Specifications
SECTION 'B' Technical Specifications
for
CONTAINER SHIP TO SHORE GANTRY CRANE
(STS)
Ashdod Port, Israel – Quay No. 23
P.O.B 9001, Ashdod 77191 Israel
STS – Container Ship to Shore Gantry Crane
Page 2 of 139
Section B – Technical Specifications
Table of Content 1.
GENERAL ..................................................................................................................................................................... 5 1.1 1.2 1.3 1.4
2.
OPERATING CHARACTERISTICS .................................................................................................................................... 6 2.1 2.2 2.3 2.4 2.5 2.6 2.7
3.
LIFTING CAPACITY REQUIREMENTS (SWL) ........................................................................................................................... 6 SIMULTANEOUS OPERATING: ............................................................................................................................................. 7 SPEED RATES – CONTAINER HANDLING AND GENERAL CARGO MODES ...................................................................................... 7 ACCELERATION RATES (TIME) – CONTAINER HANDLING AND GENERAL CARGO MODES .................................................................. 8 MAXIMUM WHEEL LOADS ................................................................................................................................................. 8 GANTRY RUNWAY ........................................................................................................................................................... 8 BUFFERS ........................................................................................................................................................................ 8
MAJOR DIMENSIONS ................................................................................................................................................... 9 3.1 3.2 3.3 3.4 3.5 3.6 3.7
4.
CONTAINERS HANDLING: .................................................................................................................................................. 5 GENERAL CARGO OPERATION ............................................................................................................................................ 5 HEAVY LIFT OPERATION.................................................................................................................................................... 5 MODE OF OPERATION ...................................................................................................................................................... 5
RAIL GAUGE ................................................................................................................................................................... 9 CANTILEVERS .................................................................................................................................................................. 9 CLEAR UNDER SPREADER ................................................................................................................................................... 9 HOISTING RANGE ............................................................................................................................................................ 9 BUFFER TO BUFFER DISTANCE............................................................................................................................................. 9 CLEAR UNDER PORTAL ...................................................................................................................................................... 9 CRANE CONFIGURATION ................................................................................................................................................. 10
ELECTRICAL SYSTEM .................................................................................................................................................. 11 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 4.12 4.13 4.14 4.15 4.16 4.17 4.18
GENERAL ..................................................................................................................................................................... 11 SAFETY REGULATIONS ..................................................................................................................................................... 13 SYSTEM AND EQUIPMENT VOLTAGES ................................................................................................................................. 13 WIRES AND CABLES ....................................................................................................................................................... 14 HIGH VOLTAGE SYSTEM................................................................................................................................................... 20 ELECTRICAL CONTROL SYSTEM .......................................................................................................................................... 26 ELECTRICAL DRIVES (WITH AC MOTORS) ............................................................................................................................ 40 LIMIT SWITCHES AND CONTROL POINTS .............................................................................................................................. 46 CONTROL STATIONS AND INDICATING DEVICES ..................................................................................................................... 49 OVERLOAD AND SLACK ROPE PROTECTION .......................................................................................................................... 58 ANTI-COLLISION SYSTEM ................................................................................................................................................. 59 INTERCOM SYSTEM ........................................................................................................................................................ 59 COMMUNICATION AND PUBLIC ADDRESS SYSTEM (CPA) ....................................................................................................... 59 FIRE DETECTION AND EXTINGUISHING SYSTEM (FFS) ............................................................................................................. 60 LIGHTING SYSTEMS ........................................................................................................................................................ 63 RECEPTACLES, SWITCHES, ETC. ......................................................................................................................................... 68 UPS SYSTEM ................................................................................................................................................................ 69 DATA TRANSFER SYSTEM (DTS) ........................................................................................................................................ 70
P.O.B 9001, Ashdod 77191 Israel
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Section B – Technical Specifications 4.19 4.20 4.21 4.22 4.23 4.24 4.25 4.26 5.
OCR AND DAMAGE INSPECTION SYSTEM............................................................................................................................ 71 TPS – TRUCK POSITIONING SYSTEM (SIGNALING SYSTEM FOR YARD TRACTORS):........................................................................ 73 CRANE TO SHIP ANTI COLLISION SYSTEM (BOOM COLLISION AVOIDANCE SYSTEM): ................................................................... 74 AUTOMATIC SLOW DOWN CONTROL (SPREADER): ................................................................................................................ 75 SEMI-AUTOMATIC OPERATION: ....................................................................................................................................... 76 SHIP PROFILING SYSTEM ................................................................................................................................................. 78 TOS INTEGRATION FOR SEMI-AUTOMATIC OPERATION .......................................................................................................... 78 FULL-AUTOMATIC SHIP TO SHORE OPERATION .................................................................................................................... 78
MAIN TECHNICAL AND DESIGN DEMANDS ................................................................................................................ 79 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11
6.
MAIN FRAME CONSTRUCTION ......................................................................................................................................... 79 MAIN HOIST SYSTEM ..................................................................................................................................................... 80 LONG TRAVEL SYSTEM.................................................................................................................................................... 82 TROLLEY AND THE TROLLEY DRIVE SYSTEM ......................................................................................................................... 84 BOOM HOIST SYSTEM .................................................................................................................................................... 85 HEADBLOCK, HOOK BEAM AND SPREADERS ........................................................................................................................ 86 OPERATOR'S AND CONTROLLER'S CABS.............................................................................................................................. 94 MACHINERY ROOMS ...................................................................................................................................................... 96 ELECTRICAL ROOMS (L.V, H.V) ....................................................................................................................................... 98 MISCELLANEOUS ......................................................................................................................................................... 100 AUXILIARY LIFTING DEVICES:.......................................................................................................................................... 105
ACCESSORIES ........................................................................................................................................................... 109 6.1 6.2 6.3 6.4 6.5 6.6 6.7
7.
REMOTE LANDSIDE SERVER SYSTEM (RCMS) .................................................................................................................... 109 TECHNICIAN CABLES AND CONNECTORS ............................................................................................................................ 109 TOOLS STORAGE LOCKER AND MECHANICS TABLE PLATFORM ............................................................................................... 109 SPECIAL TOOLS FOR MACHANICS..................................................................................................................................... 110 TOOLS AND STORAGE LOCKER FOR ELECTRICAL ROOM: ........................................................................................................ 110 PORTABLE TEST BENCH FOR OPERATING AND TESTING SPREADERS: ........................................................................................ 110 PORTABLE TEST BENCH UNIT FOR TESTING AND SIMULATING OF CRANE CONTROL AND DRIVES: ................................................... 111
OPTIONS ................................................................................................................................................................. 112 7.1
ACCESS CONTROL SYSTEM (ACS) - OPTION ...................................................................................................................... 112
8.
DIMENSIONS, TOLERANCES AND ADJUSTMENTS..................................................................................................... 112
9.
DESIGN CRITERIA ..................................................................................................................................................... 113 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9
10.
GENERAL DESIGN......................................................................................................................................................... 113 DUTY CYCLE................................................................................................................................................................ 113 CRANE CLASSIFICATION ................................................................................................................................................. 113 DESIGN FACTORS ......................................................................................................................................................... 114 WIND CONDITIONS ...................................................................................................................................................... 114 STRUCTURAL DESIGN .................................................................................................................................................... 115 CORROSION PROTECTION: ............................................................................................................................................. 115 MECHANICAL DESIGN ................................................................................................................................................... 115 MAINTENANCE DESIGN FACTORS ................................................................................................................................... 121 SHOP WORK ........................................................................................................................................................ 122
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Section B – Technical Specifications 10.1 10.2 10.3 10.4 10.5 11.
GENERAL ................................................................................................................................................................... 122 CLEANING AND PAINTING.............................................................................................................................................. 122 HARDWARE ................................................................................................................................................................ 127 VENDOR COMPONENTS SYSTEMS ................................................................................................................................... 127 QUALITY CONTROL ...................................................................................................................................................... 127 FINAL ADJUSTMENT AND TESTING ON OPERATION SITE (QUAY NUMBER 23) .................................................... 130
11.1 11.2 11.3 11.4 11.5 11.6 11.7 12.
GENERAL ................................................................................................................................................................... 130 FINAL TESTING PROCEDURE ........................................................................................................................................... 131 PROCEDURE ............................................................................................................................................................... 131 CYCLE TEST ................................................................................................................................................................ 133 MAINTENANCE ........................................................................................................................................................... 134 NORMAL OPERATION TEST – 1200 CYCLES ...................................................................................................................... 134 ACCEPTANCE .............................................................................................................................................................. 135 SAFETY AND GENERAL CONSIDERATIONS ........................................................................................................... 135
12.1 12.2 13.
GENERAL CONSIDERATIONS ........................................................................................................................................... 135 ACCESS FACILITIES ....................................................................................................................................................... 135 VENDOR (OEM) SYSTEMS AND COMPONENTS .................................................................................................... 138
13.1 13.2 13.3 13.4
ACCEPTABLE VENDORS ................................................................................................................................................. 138 INTERNATIONAL MANUFACTURERS / VENDORS ................................................................................................................. 138 ISRAELI SUPPLIERS OR ISRAELI SERVICE STATIONS ............................................................................................................... 139 SYSTEMS UTILIZATION .................................................................................................................................................. 139
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STS – Container Ship to Shore Gantry Crane
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Section B – Technical Specifications
1. General The Container ship to shore rail mounted gantry cranes – STS – are intended for:
1.1
Containers Handling:
1.1.1
Single lift Mode
In single lift mode the crane shall handle 20', 40' and 45' ISO containers using telescopic, automatic or fixed spreaders, in ship / quay operation. Frequency of use: 20% of the total operation time. 1.1.2
Twin lift mode
In Twin lift mode the crane shall handle 2x20' (twin lift), as well as 20', 40' and 45' ISO containers using telescopic, automatic adjustable twin lift spreaders, in ship / quay operation. Frequency of use: 80% of the total operation time.
1.2
General Cargo Operation The crane may handle occasionally general cargo, using a special hook beam.
1.3
Heavy Lift Operation Rare occasions of handling heavy cargo, using the special hook beam (see para. 1.2). The SWL, speeds an accelerations shall be determined according to the calculation, design and characteristics of the crane, define for the Container Handling mode. No adjustment or modification shall be introduced to the structure or to the drives, mechanical and electrical. Reference data shall be presented for 35.0m outreach and 15.0m back-reach.
1.4
Mode of operation The Crane shall have the option for manually controlled operation or semi-automatic operation. Under the manually controlled operation, all functions on the Crane shall be controlled fully by the operator. Under the semi-automatic operation, the operation of the crane shall be controlled by PLC system as far as possible within the limits of safety. Details of the semi-automatic operation are defined in para 4.23
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STS – Container Ship to Shore Gantry Crane
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Section B – Technical Specifications
2. Operating Characteristics 2.1
Lifting Capacity Requirements (SWL)
2.1.1
Container handling mode:
2.1.1.1
Single lift –45 metric ton under the spreader for balanced 20', 40' and 45' containers. Minimum 63 ton under the ropes.
2.1.1.2
Twin lift – 65 metric ton under the spreader for two 20' containers. Minimum 85 ton under the ropes.
2.1.1.3
Eccentricity between the drives for SWL:
In operation Overload switching
2.1.1.4
2/5:3/5 1/3:2/3
Eccentricity between WS and LS pulley blocks for SWL: 1:0 (tipping)
2.1.1.5 Spreader / Head block deadweights; Spreaders for single lift operation of 20', 40' and 45' containers – approximately 10 ton. Spreaders for twin lift operation of 20' (two 20') containers – approximately 15 ton. The head block weight shall be taken into consideration for the calculation of the SWL at the hoisting ropes. 2.1.2
General Cargo mode
2.1.3
Heavy Lift Mode
2.1.4
The SWL shall be similar to the SWL in Container Handling mode.
See para. 1.3. The SWL shall change with the increase in the outreach.
Load vs. Reach
The contractor shall provide Load vs. Outreach diagrams to show the load characteristics of the crane in every mode of operation. The weight of the General Cargo and Heave Lift hook beams, of the spreader and of the headblock should be stated on the diagram. The reduced speeds and accelerations shall be indicated clearly on the diagram of the heavy lift mode.
P.O.B 9001, Ashdod 77191 Israel
STS – Container Ship to Shore Gantry Crane
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Section B – Technical Specifications
2.2
Simultaneous operating:
Crane systems and control will enable the simultaneous operation of the hoist, trolley and gantry drives. Boom operation shall block all other drives.
Speed rates – Container Handling and General Cargo Modes
2.3 2.3.1
Hoisting Speed
2.3.2
With SWL against wind force of 25 kg/m2 (72 km/hr)
240 m/min
Long travel speed
2.3.5
Equal to hoisting speeds.
Trolley speed
2.3.4
90 m/min 180 m/min
Lowering speeds
2.3.3
With SWL With empty spreader
2
With SWL against wind force of 25 kg/m (72 km/hr)
45 m/min
Time to raise/lower the boom 5 min
2.3.6 Heavy Lift Mode The speeds in Heavy Lift mode may be reduced. Hoisting speeds shall correlate to the actual suspended load.
P.O.B 9001, Ashdod 77191 Israel
STS – Container Ship to Shore Gantry Crane
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Section B – Technical Specifications
Acceleration rates (time) – Container Handling and general Cargo modes
2.4 2.4.1
Hoisting
0.83m/sec2
(SWL – 2 sec)
2.4.2
Lowering
0.83m/sec2
(SWL – 2 sec)
2.4.3
Trolley (wind force 8kg/m2 = 42 km/hr)
0.7m/sec2
(4.5 sec)
2.4.4
Long travel (wind force 8kg/m2 = 42 km/hr)
0.15m/sec2
(5 sec)
2.4.5
Acceleration and deceleration rates are given with the rated load. Acceleration time for travelling (trolley and long travel) against wind force between 8 and 25 kg/m2 will ensure reaching the rated speeds within a reasonable time (max. twice the specified time for travelling against wind force of 8 kg/m2.)
2.4.6 Heavy lift mode: The accelerations of hoist, trolley and gantry in Heavy Lift mode may be reduced.
2.5
Maximum wheel loads Maximum wheel loads shall be calculated for the following conditions: In operation with SWL, including dynamic loads and wind blowing from the director causing the greatest single corner load. In storm conditions without load the boom in the up position, without tie down or any special mooring arrangement.
2.6
Gantry Runway
2.7
The maximum allowed wheel loads are given in para. 3.7 Minimum distance between two wheels – 1000 mm. The calculated loads shall be presented in details in the data sheet.
Design, layout and tracks tolerances of the runway rails are in accordance with FEM specifications. Runway rails are straight, level and parallel. Rail – type – A120. Elevation and height difference – see para 3.7.
Buffers The crane shall be supplied with four (4) hydraulic buffers, which are to be mounted above the centerline of each rail. Buffer axis height measured from the top of the rail – 1500mm. (see para 3.7.) Max. End force for each buffer calculated according to FEM to absorb the impact and prevent damage when one crane meets the other.
P.O.B 9001, Ashdod 77191 Israel
STS – Container Ship to Shore Gantry Crane
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Section B – Technical Specifications
3. Major Dimensions 3.1
Rail Gauge
Rail gauge measured between centers of W.S. and L.S. rails shall be 30480+- 7 mm.
3.2
Cantilevers
3.2.1
Outreach
3.2.2
Back reach
3.2.3
The total hoisting range shall be 95 meters, as measured from a point on the spreader between its highest and lowest positions.
Buffer to buffer distance
3.6
The maximum clearance under the spreader shall be 45 meters, as measured from the top of waterside rail to the bottom of the lifting spreader when at its maximum heights. Spreader height: Approximately 2.0m measured from center of the connection pin to the bottom of the twist locks block.
Hoisting Range
3.5
The most rear point of the crane structure shall not exceed beyond 37.8 meters from the land side rail.
Clear under spreader
3.4
The back reach shall be not less than 15 meters, as measured from the center of the land side rail to the center of the spreader at its maximum position over the lands, see para. 3.7.
Structural rear constraint:
3.3
The maximum outreach shall be 66 meters, as measured from the center of the waterside rail to the center of the spreader at its maximum position over the water. See para. 3.7.
The crane will be designed with minimum buffer to buffer distance. Dimension from buffer to buffer shall not exceed 33 meters.
Clear under portal
The clearance under portal beam for passing traffic will be 14 meters.
P.O.B 9001, Ashdod 77191 Israel
STS – Container Ship to Shore Gantry Crane
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Section B – Technical Specifications
3.7
Crane Configuration Port Location: Quay No. 23 Size SPP (22 rows) Designation STS 23/7-8 No. Dimensions: 1 Container size Clearance between the legs (min.) Rated loads: 2 S.W.L. under spreader (max.) Load under ropes (minimum) Trolley travel: 3 Outreach Back reach Maximum wheel loading (including wind, inertia and dynamic forces): Per wheel. 4 Per running meter. Minimum distance between wheels Gantry runway elevation: W.S. rail 5 L.S. rail Height difference Higher rail Lifting height: Above W.S. rail 6 Below W.S. rail Total lift height 7 Power supply voltage H.V. trailing cable: Net travelling distance 8 Distance from W.S. rail Location 9
10
11 12
Buffers (gantry): Height End force Storm pins: Distance from rail Size of recess in the quay (LxWxD) Please refer to Section C (attachment 5) attached hereto. Location of gantry motors: W.S. leg L.S. leg Location of Lift and Ascent
P.O.B 9001, Ashdod 77191 Israel
Data
Units
48' 18.4
Ft. m.
65 85
m. ton m. ton.
66 15
m. m.
W.S. L.S. 65 | 55 65 | 55 1000
ton ton/m. mm.
2825 3205 380 L.S.
mm. mm. mm.
45 14 59 10
m. m. m. KV.
400 850 Outside W.S. rail east
m. mm.
1500 36
mm. ton
055 center to center 400x200x100
mm.
Inside Outside L.S. (outside)
mm.
STS – Container Ship to Shore Gantry Crane
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Section B – Technical Specifications
4. Electrical System 4.1
General
4.1.1
Unless otherwise specified, all electrical equipment shall conform to the applicable requirement of IEC, EN, DIN and VDE standards all electrical materials shall be new and shall bear a label showing to which standard they conform.
4.1.2
The Electrical Sub-Contractor shall be the OEM manufacturer of the Main AC drives system see para 13.2. Equipment and materials for the same, similar or affiliated applications shall be from the same vendor and of the same rating shall be interchangeable. The contractor shall be responsible for sizing all components, cable and wires, to suit the functionality of the equipment. Sizing of component may be affected also to achieve uniformity between various systems on the crane, and minimizing the spare parts inventory.
4.1.3
All electrical equipment shall be designed to operate in the marine environment in the port (see section A para. 3). All screws, bolts, nuts, pins, washers, cable glands and other miscellaneous fastenings and fittings, shall be of stainless steel or shall be treated to resist corrosion (see 10.3). Space heaters shall be provided in every closed cubicle (controlled by a thermostat.) and in the motors, with provision to energize those heaters when this equipment is not in service, thereby preventing moisture condensation. The current of the space heaters shall be monitored by the PLC, to give a warning when a space heater is not operating.
4.1.4
The equipment will be of the latest design that has been in successful proven experience on cranes operating in ports for a period of at least one year. Contractor shall submit information regarding the electrical equipment within its Technical Proposal, as specified in the IFP (including manufacturer's details, ports where the equipment is installed, time of installment, contact details).
4.1.5
Reliability and continuous operation: The electrical system should be designed in such a way that it won't have a single point failure. All subsystems should be independent. Failure in one operating system will not prevent normal work from other operating systems. Special care should be given to prevent from any failure to stop the operation of the whole crane except for emergency and safety conditions. In case of a major fault in one drive, only that faulty drive shall be tripped. The main circuit breaker of the crane shall not be tripped. The contractor will prepare a list of the faults for each drive that will stop the drive only and a separate list of faults that will stop the crane. This list will be submitted for APC approval during the design review.
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Section B – Technical Specifications 4.1.6
Marking: All devices, electrical components and cables shall have marking by nameplates or similar means of identification that shall be attached to the devices and also to the structure near the device. Cables, wires and each conductor inside and outside of the control cubicles, junction boxes, etc., and at any other cable and wire end shall be identified by a plastic label. Method of marking of the various elements shall be presented for APC approval during the design review.
4.1.7
Electro-magnetic compatibility (EMC): The environment of the port is full with magnetic noises (radar systems, radio communications, etc.) All the control and electrical systems on the crane shall be protected against these interferences and continuous, undisturbed operation of all systems must be guaranteed. The systems emission and immunity shall comply with the European Standards. EN 61000-6-4 and EN 61000-6-2 for Industrial electromagnetic Environment – Performance criterion A. The contractor shall submit test certificates, according to those standards before the start of fabrication. Special attention shall be given to proper earthing and screening.
4.1.8
Electrical system configuration and drives types: The drives for hoisting, trolley, gantry, cable reel and boom hoist shall be AC drives with AC squirrel cage motors, all the system to be approved by APC during the design review. The power circuit may be based on two lines IGBT Converters with active front-end (AFE) units, for supply of the common DC-link and Inverters for the supply of the AC drive motors. Drive's configuration:
4.1.9
Hoist – Two fully digital controlled power inverters, one for each hoist motor set. Gantry – two fully digital controlled power inverters. Trolley – two fully digital controlled power inverter. Boom Hoist – One fully digital controlled power inverter.
Redundancy demand for continues operation in case of inverter failure: Redundancy of the DC supply unit In case of failure in one of the line unites (AFE converter). It shall be possible to continue operation with reduced speed.) Possibility to continue Hoist motion, with reduced speed, in case of failure in one of the Hoist drives. Possibility to continue Trolley motion, with reduced speed, in case of failure in one of the Trolley drives. Possibility to continue long travel motion, with reduced speed, in case of failure in one of the gantry drives.
Other configurations, offered by the contractor during the design stage, are subject to APC approval. Shared use of one inverter for 2 motions shall not be accepted. 4.1.10
Auxiliary boom hoist drive – see para. 5.5.3
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Section B – Technical Specifications
4.2
Safety regulations
4.2.1
The electrical installation shall conform to the Israeli safety regulations and all other applicable local Israeli regulations, rules & law.
4.2.2
All switchgear, motor starters and all their parts shall be designed to withstand, without being damaged, the mechanical and thermal short-circuit stresses induced by short-circuit current during the short-circuit clearance time.
4.2.3
Furthermore, all switchgear and motor starters shall be so designed that a person standing near the component shall not be exposed to any danger during short-circuit occurrence.
4.2.4
The electrical design and installation must follow the guidelines in accordance to safety regulation of machinery: IEC 60204-32, EN 954-1, DIN VDE 0660, EN61800-3, and EN55011.
4.3
System and equipment voltages
4.3.1
System voltage of incoming power to the crane via the power supply pit in the quay is: 10 kV + 10%, 3ph, 50Hz other voltage rate is subject to APC approval. Additional 5% voltage drop, due to losses in HV power supply trailing cable plus voltage drop on the crane main transformer shall be taken into the calculation of the system. The 15% voltage fluctuations shall occur only for a few second during peak electrical load of the crane.
4.3.2
Distribution (secondary) voltage on the crane shall be 400 VAC +- 10%, 3PH, 50Hz.
4.3.3
The power supply for the AC controlled drives shall be rated 400 volts AC 50 Hz (nominal.) All drive components shall be of the same voltage rating.
4.3.4
The power supply for the AC drives motors shall be rated 400 VAC, 50 Hz, 3ph.
4.3.5
Lighting systems, heaters, air condition system and other auxiliary services shall be of 230VAC, 50Hz.
4.3.6
Lighting sockets for hand lamps shall be of 24V, 50Hz.
4.3.7
Preferred voltage for control circuits, control voltage, interlocking voltage, is 230VAC, 50Hz.
4.3.8
24 VDC control voltage shall have a range monitoring.
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Section B – Technical Specifications 4.3.9
4.4
Voltage for auxiliary AC motors (Eldro's, ventilators, etc.) shall be 400 VAC, 50 Hz, 3ph or 230 VAC, 50 Hz, 1ph as applicable.
Wires and Cables
4.4.1
High voltage power supply trailing cable
4.4.2
All cables and wires shall be supplied from vendors operating with quality control plans according to VDE directives. Relevant certificates shall be provided according to the VDE requirements. All wiring and cables will be submitted to APC approval. Plans will be approved during design review; materials shall be approved by APC within one (1) month after design review.
The high voltage power supply trailing cable from the power supply pit in the quay, to the crane cable reel is described in para 4.5.2. This cable is included in the scope of supply of the crane.
High voltage power cable (fix installation) This cable is mounted between the cable reel slip-ring and the high voltage cubicle. High voltage cables shall be rated min. 12/20 (24) KV, single conductor, and stranded, cross-linked polyethylene insulation, 90°C permissible operating temperature. 2 Minimum cross-section of phase conductor will be 70 mm , and but not less than the cross section of the trailing cable conductor. Cable shall be VDE type N2XSY (XLPE insulation), red color (design according to VDE 0276). The cable manufacturer is submitted to APC approval during the design review.
4.4.3
Low voltage power and control cables outside cubicles All low voltage cables outside the cubicles, except communication and shielded cables, shall be rated to 0.6/1 KV multi-core power or control cables, flexible stranded cables for medium mechanical stresses, 90°C permissible operating temperature at conductor. In general minimum cross section area shall be 2 2.5/mm , colored according to voltage, needs to use smaller cross section must be approved by APC. Cables shall be VDE type NSHTOEU, (design according to VDE 0282.), UV resistance and selfextinguishing. The cables manufacturer will be submitted to APC approval during the design review. Cable for AC motor fix installation shall be shielded cables comply with the EMC standard type Prysmian PROTOFLEX EMV-FC 2YSLCY-J or equivalent approved by APC in accordance with DIN EN 60228, VDE 0293-308 0.6/1KV and minimum capacitance between phases and earth. The cables must be approved by the OEM manufacturer of the inverters.
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Section B – Technical Specifications 4.4.4
Low voltage wires inside cubicles All low voltage wires inside cubicles, except communication and shield cables, shall be rated 450/750 volt, single – core, PVC insulated wires, flexible stranded cables 70°C permissible operating temperature at conductor. 2 Minimum cross section area 1.5mm , colored according to voltage. Wires shall be VDE type H07R-N (designed according to VDE 0281.)
4.4.5
Energy Chain system cables: The Power and Communication cabling between the main structure and the Trolley shall be carried in an Energy Chain System.
4.4.5.1
E-Chain cables General demands: The cables should be suitable for outdoor E-Chain systems with at least three (3) years proven experience on E-Chain systems on STS with fast travelling trolley at min. speed of 240m/min. The cables shall be flexible, Round, TPE sheathed with flexible conductors, finely or very finely stranded, class 5 and 6, to DIN VDE 0295. Permissible operating temperature: -35°C to +90°C, Oil resistant, High UV resistant and selfextinguishing. Each cable shall have a strain relieving center element stranded with short pitch length. The inner jacket shall be gusset-filled extruded. The outer jacket shall be abrasion-resistant pressure extruded. Shielded cables shall have shallow angled shield. Cables have to withstand permanent bending tests in energy chain of min. 2-4 million double strokes (back and forth movement) without damage. Mechanical minimum lifetime of 36 months on clear condition must be confirmed with a written certificate.
The suitability of the cables as aforesaid shall be examined during the design review.
4.4.5.2
E-chain control cables
All Control cables shall meet DIN VDE 0295 type E-Chain flexible round cables sizes 12x2.5mm2 or 24x2.5 mm2. Conductors arranged in bundle design with strain relieving center element, stranding class 6.
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Section B – Technical Specifications 4.4.5.3
E-chain AC power cables AC cables shall be according to DIN EN 60228, VDE 0293-308 0.6/1KV. AC motors power supply cables shall be special cables designed to be connected to frequency converters and to comply with the EMC standards and with minimum capacitance between phases and earth. The cable shall be with tin coated copper conductors according to DIN EN 60228 class 5 or 6. Conductors arranged in concentric layers around the central textile carrier. The cables will be shielded and protected from any frequent interference. The cables must be approved by the OEM manufacturer of the inverters.
4.4.5.4
E-chain low level signal and data transmission cables Special shielded cable with individually shielded cores, or twisted and shielded pairs (each pair separately), shall be used as required for data transfer, communication and low level signal circuits where interference shall be avoided. The cable shall have at least 6 pairs. 2 Minimum cross-section of the conductors: 1 mm . The cable should have capacitance of approximately 100nF/Km (between two cores in a pair or between 2 neighboring pairs.) Cable type to be submitted to APC approval during the design review.
4.4.5.5
Marking on E-chain cables: Throughout the cable length at distances not exceeding 100 cm identification designations shall be indelibly marked preferable by embossing as follows:
The manufacturers name or trade mark
Cable type Letter code
Rated voltage and max. temperature
Number of Cores
cross-section of the cable conductor
year of production
Designated number for each cable laying on the e-chain to identify the cable from others cables.
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Section B – Technical Specifications 4.4.6
Fiber Optics Fiber optic cables shall be used extensively as practical and will be preferred over copper cables, for data transfer and as applicable. . Strands size 50/125µ Cables and end connections specifications and manufacturer to be submitted for APC approval during the design review.
4.4.7
Hybrid Cables for Pulse Encoders
4.4.8
All Pulse Encoders shall be connected with Hybrid (fiber & power) cable for the connection from the Digital encoder to Distribution Enclosure. The cable shall be suitable for harsh environments protection (e.g. Weather, Oil, mechanical hazards, etc.). The outer sheet shall be corrugated aluminum armor. The cables shall contain spare 2 fiber and 2x2.5mm wires. Strands size 50/125µ - Cables specification to be submitted for APC approval during the design review. An additional backup hybrid cable shall be installed and connected on both sides to spare plugs. Each encoder shall have a terminal box fixed next to the encoder where both cables shall be inserted and connected with splice box. From the terminal box there shall be a third cable not longer than 30cm to the encoder. Other design shall be subject to approval be APC.
Spreader cables The spreader cable from the trolley to the head-block shall be reeled on a cable reel located on the trolley (see 5.10.10.) The cables shall be heavy duty, flexible, fine stranded cables, with multiple cores, rated 0.6/1 KV with minimum 90°C permissible operating temperature at conductors, UV resistance and self-extinguishing . Wire cross section area is 2.5mm2. The cable segments in the trolley, running from the trolley to the head block and to the twin lift spreader shall have minimum 48 wires with integrated can-bus wires inside the cable. For cables configuration, running from the trolley via the head-block to the spreaders – single lift and twin lift, see paragraph 5.6. Cables shall be submitted to APC approval during the design review.
4.4.8.1
Cable for Single lift spreader
4.4.9
The segment of the Single lift cable, running from the connection box on the head-block to the single lift spreader, shall be VDE type (N)SHTOEU 30x2.5mm2 or equivalent.
Flood lighting fixture wires All flood lighting fixtures taps shall be rated to 0.6/1KV, single core, heat-resistant, silicone rubber insulation, flexible stranded, 180°C permissible operating temperature at conductor. Minimum cross 2 section area 2.5mm . Wires shall be VDE type SIAF, (according to VDE 0250.) or equivalent to be approved by APC.
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Section B – Technical Specifications
4.4.10
Screened cables and wires Motor power cable shall be fully screened (special cables for AC motors. – see para. 4.4.3 Power cables shall be separated from data and low level signal cables. The distance between cable groups shall be at least 20cm. Shielded wiring shall be used as required for data transfer, communications, and low level signal circuits. The shield shall be grounded at one end only.
4.4.11
Cables segregation Main AC power conductors and AC motor leads shall be isolated from AC Inverter motor conductors to avoid induction of other AC loops and feedback circuits. The wiring of the lighting system shall be separate from the power and control cables. All gantry motor conductors shall be terminated and interconnected in the LV. Switchboard located in the electrical house. Cables as well as junction boxes etc., sharing different voltages and/or serving different drives shall not be used.
4.4.12
Cables layout: The layout of the cables, the conduits and the racks will ensure minimum vulnerability to damage that may be caused by the load, moving parts and passing traffic. Cables from E-Room, Machinery rooms and other levels shall run as much as possible in a rigid galvanized cable ladders inside the crane structure such as girders and crossbeams. At ground level (up to sill beam) cable shall run in conduits of galvanized steel pipes supported at intervals of max. one (1) meter, and shall run along and close to the structure. Cables shall be supported at both ends of the conduits. External conduits shall be fixed by rigid bolt-nut connection. Plastic channels may be used only inside rooms or cabins. Inside cubicles, wires shall run in covered plastic channels. Bundles or wires shall be supported to minimize the pull at the wire connections to the components. Conduits size 1¼ " and above shall have flare edges. Conduits sized 1" and below shall have rubber protection caps on the edges, specially designed for this purpose. Cables ties shall be:
4.4.13
Stainless steel, plastic coated UV resistant, for outside installations. Plastic, UV resistant, for indoor installations. Cable racks in outside installations shall have hot deep galvanized steel covers, screwed to the racks (minimum 2mm. thickness.)
Junction, pull and outlet boxes shall be of stainless steel, polycarbonate or reinforced polyester with anti-vandal, UV, high temperature, corrosion and chemicals resistant features with gaskets with the same features and weatherproof conduit hubs, or ample dimensions suitable for the size and number of
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Section B – Technical Specifications conductors contained within. Cable glands shall be of stainless steel. The contractor shall avoid use of outdoor control cubicles (outside of rooms, cabs). Any outdoor cubicle if required shall be a matter of APC approval. In the case of approved outdoor cubicle with control panel (buttons, keys, etc.) there shall be double door and canopy to protect the components. 4.4.14
Wires ends 2
All conductors, wires size 4mm and smaller shall be terminated at terminal strips and at components have screw-type terminals with spade or ring tongue crimped solder-less lugs. Screw-type terminations shall be used for larger conductor sizes and where components are furnished with this type of terminations. 4.4.15
Splices will be avoided unless approved by the APC. Junction boxes may be used for lighting fixtures. 2 Approved splicing shall be only in junction boxes. Splices of wires, 6mm and smaller, shall have 2 standard pigtail and made mechanically tight with pressure connectors. Splices of wires 10 mm and larger shall be located in separate junction boxes and shall be with set screw impression type connectors approved by the APC prior to start of fabrication, and shall be taped with proper layers of electrical tape.
4.4.16
Cable selection criteria for power, control, lighting and heating circuits shall be:
4.4.17
Maximum voltage drop allowed is 3% for all branch circuits. Withstanding a possible short circuit currents without damage to the cable.
Spare control wires shall be included in cables runs to control points, such as push button station, etc. Where no consideration dictates differently the minimum number of spare conductors shall be as follows: No. of conductors required to the device 3 to 14 Above 14
4.4.18
Minimum number of spare conductors 2 15%
Power supply to the trolley Power supply and control circuits shall be supplied to the trolley platform, operator's cab and Spreader cable reel junction box through a heavy-duty high-performance E-chain system (see also para. 4.4.5 and 5.10.7).
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Section B – Technical Specifications
4.5
High voltage system
4.5.1
General The crane will be powered through a cable reel system supply 10KV 3 phase, 50Hz. Low voltage shall be accomplished by using a dry type, cast-resin power transformer - Other power supply voltage rates to be approved by APC. Rated symmetrical short circuit capacity of the 10KV feeding system is 200MVA. Secondary winding shall have a "Y" connection and a grounded neutral. Line filters to reduce THD and THF shall be utilized. The transformer and H.V. switchgear shall be housed in a separate room (see 5.9.) The H.V. trailing system shall be designed mechanically and electrically to suit the use of a mono-spiral cable reel on the crane and cable trench.
4.5.2
High voltage power trailing cable Electrical power shall be supplied to the crane through a high voltage power trailing cable, automatically retrieved and paid out by a cable reel.
4.5.2.1
Cable length shall enable operational travelling distance of 400 meters, on both sides of the supply pit. Additional cable length of 20 meters shall be calculated for connections in the supply pit.
4.5.2.2
The cable shall be 8.7/15KV rated, extra flexible heavy duty trailing cable. Cable type shall comply with VDE 0250. Cable type shall be with minimum 6 multimode optical fiber optic cores 50/125mio. With attenuation coefficient at 850nm of 2.8dB/Km.
4.5.2.3
Sizing of the cable shall be according to the power requirements of the crane, with the manufacturer's de-rating for reeling and ambient temperature factors applied to the normal current carrying capacity. The cross section shall be at least 3x70 + 2x25 + 6FO.
4.5.2.4
Voltage drop calculations shall be made and submitted to the APC for approval two weeks after approval of the design. Voltage drop on the cable, with maximum peak current, shall not exceed 1%.
4.5.2.5
The distance of the cable center line to the center of the W.S. rail will be 850 +- 50mm, exact distance will be given during design review.
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Section B – Technical Specifications 4.5.2.6
The contractor shall pull the trailing cable into the supply pit in the quay. Others shall execute connection in the pit between the trailing cable and the fix cables in the pit. Following the connection, the contractor shall conduct the required tests on the H.V. system and shall provide the necessary certificates prior to the actual switching on of the HV power supply to the crane.
4.5.3
Power cable reel The power supply trailing cable shall be retrieved and paid out by a power driven cable reel and guidance system on the crane. The design of the system shall be carried out by the system supplier and shall be specified to meet the required speeds, marine environment and ambient temperature. The cable reel will be of a heavy-duty mono spiral type with a feature to adjust the width. The cable reel drive system shall be an AC drive with frequency control. AC drive shall be designed by the cable reel OEM and preferable from the same manufacturer as the main drives on the crane. The AC inverter and all the electrical control systems of the system shall be installed in the E-room. Drive shall be design for operation at 10% above rated line voltage and to have adequate torque when voltage drops 15% below rated line voltage. The cable reel shall be furnished with a cable to the required length. The net travelling distance is 400m on both sides of the supply pit. The cable reel system shall include a lower guide to be installed above the quay and all of the necessary deflection and guidance devices. The cable reel motor shall be totally enclosed, non-ventilated with IP65 protection. Motors shall be designed to operate at 10% above rated line voltage and to have adequate torque when voltage drops 15% below rated line voltage. Operation of the cable reel shall be interlocked respectively with the crane travelling controls. Rotary cam limit switch shall be provided to detect the number of loops on the reel and "End of Cable" signals and all necessary signals. Over tension and slack detection systems will be provided separately (cam limit switch is not acceptable). If over tension or slack occur gantry drive operation shall be stopped. An additional limit switch shall be provided for bridging the slack cable signal switch when passing over the feeding point at the supply pit. The collector assembly will be totally enclosed to IP65 and equipped with 4 conductors, 10 Kv collector ring assembly. A space heater will be provided in the collector housing. The power cable reel shall be equipped with a fiber optic rotary coupler with towing device attached to the power supply slip ring housing. The rotary coupler shall provide clear reliable transfer of data. The special optical coupler shall be installed in separate housing. In case of a malfunction in the cable reel system, the crane travelling shall be mechanically stopped to avoid damage to the H.V. cable. The cable slack by-pass key-switch shall be install close to the cable
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Section B – Technical Specifications reel in order to allow gantry motion if required. Reel body, lower guide, collector box their parts etc. shall be hot dip galvanized. 4.5.4
High Voltage switchgear
4.5.4.1
The switchgear. Type tested and maintenance free medium voltage switchgear in single busbar design. It is 3 pole metal enclosed and gas SF6 insulated. High voltage switchgear shall be mounted in the high voltage room and shall include, but not be limited to, the following components and features:
4.5.4.1.1
The switchgear must fulfill the standard IEC 62271-200
4.5.4.1.2
The cubicle design and components must fulfill standard IEC 62271-100, 62271-102, 62271-105, 62271-1, 60071, 60376, 61936-1, 60721-3-3 and EN 50110.
4.5.4.1.3
3 pole Metal enclosed gas insulated switchgear, for indoor installation. the degree of protection shall fulfill IEC 60529 and rated IP65 for live parts of the primary circuit and IP2X for the switchgear enclosure. The switchgear vessel made of hermetically welded stainless steel accommodates the active live parts of the switchgear:
Vacuum interrupters Three position switch with a padlock Three position circuit breaker Panel bars Bushing with capacitive layers - standard EN 50181.
4.5.4.1.4
Circuit breaker (C.B.) unit shall conform IEC 62271-1, 60470 with manual spring operated mechanism, manual stored energy mechanism and motor operating.
4.5.4.1.5
Transformer protection: The protective relay will be a definite time delay with thermal, instantaneous short circuit for transformers. The protective relay should be a digital microprocessor based relay type REF615D by ABB or 7SJ802 by Siemens or equivalent approved by APC The relay shall trip the H.V. C.B. also in cases of short circuit.
4.5.4.1.6
The ups system shall feed the control and protective relay of the H.V switchgear.
4.5.4.1.7
Make proof earthing switch mechanically interlocked with H.V. C.B. with padlock for safety.
4.5.4.1.8
The 3 positions disconnector shall conform IEC 62271-102, 60265-1, 62271-5 and shall have a Padlock for safety
4.5.4.1.9
Voltage/ current transformers shall fulfill the following standards IEC 60044-1, 60044-2, 60044-3
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Section B – Technical Specifications (1) Measuring transformer shall be marked class 05. (2) Protection transformer shall be marked class 02. 4.5.4.1.10 Trip coil with local and remote tripping. 4.5.4.1.11 Measuring system composed on (only for the main C.B. cubicle): Voltage indicating system shall conform IEC 61243-5 a. Multifunctional 3 phase power meter (frequency, voltage, current, power, energy, PF, DPF,THD, etc.), type SATEC PM135EH or equivalent approved by APC. Communication module (TCP-IP or other suitable for communicating with the crane PLC.) 3 phase voltage indicators (lights) connected before the H.V. C.B. and installed on the front door. 4.5.4.1.12 Alarm contact in case of trip 4.5.4.1.13 Service and safety equipment installed at the switchgear: - Safety carpet in front of the switchgear. - Portable H.V. earthing device. - High voltage tester gloves 30Kv Class 3 - Rescue stick - Insulation stick - Voltage detector. 4.5.4.2
The technical characteristic of the high voltage cubicle is as follows:
Rated voltage 12KV Rated short-time withstand current (1 sec) 20KA Rated peak withstand current 50KA Rate impulse withstand voltage 75KV Main bus continuous amperes 630A Ambient temperature 40°c
4.5.4.3
canceled
4.5.4.4
The switchgear compartment shall be provided with space heaters (230 VAC) to prevent condensation.
4.5.4.5
A required earth copper bar shall run along the full length of the switchgear to connect all metallic points of the switchgear. Hinged walls, doors, covers, etc., shall have a flexible earth connection.
4.5.4.6
Control wiring in each section of the switchgear shall terminate in a terminal block, easily accessible and protected by a cover.
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Section B – Technical Specifications 4.5.4.7
All outgoing control wires shall terminate in a master terminal board located in a separate section.
4.5.4.8
All ends to the main switchgear (in and out) shall be Elastimold/Raychem types.
4.5.4.9
The connection to the switchgear will be equipped with surge arrestors and fulfill IEC 60099 standard.
4.5.5
Main Power Transformer
4.5.5.1
Transformer shall be 3 ph., two windings, 50 Hz, indoor, step-down, dry type, natural cooled (AN), thermal class F insulated, with copper windings, in accordance with IEC 60076, IEC 60076-11 for IGBT drives. The transformer will be designed, manufactured and tested according to all applicable IEC standards. Transformer design will comply with the following features:
4.5.5.2
Cast resin insulated under vacuum. Moisture resistant. Vibration resistant. Free from corona. Self-extinguishing. Flame retardant.
The transformer size will be at least 2000 KVA nominal rating with capacity sufficient to provide power to all low voltage consumers with a 20% reserve power. The transformer shall be calculated with no forced ventilation. Transformer size shall be calculated according to the following criteria:
Hoist and trolley drives in full acceleration, with rated load and adverse wind condition and Gantry drives at constant speed. Voltage drop on the transformer during maximum peak current period shall not exceed 3.%. Transformer will not be thermally overloaded under any working conditions.
4.5.5.3
Manufacturer and type are to be approved by the APC and Calculation shall be presented for APC review the during design review.
4.5.5.4
Ventilation – see para. 5.9.1
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Section B – Technical Specifications 4.5.5.5
The transformer will have a separate L.V. winding for the auxiliary load (auxiliary dries, air conditioning, lighting, PLC, etc.)
4.5.5.6
Additional transformer data:
Primary voltage – 10KV+10% - other to be approved by APC No-load tapping + 2.5% and total of -+10%. Secondary voltage – 400v. For other voltages see para. 4.3. Impedance voltage - 6% Indoor installation in H.V. – room protection IP20. Max ambient temperature - 50°C . Insulation class F/F (155°C ) Basis impulse level – 75KV Neutral solidly grounded.
4.5.5.7
Noise level shall be not more than 60 dB(A) at 1 meter distance.
4.5.5.8
No-load losses shall be less than 4.6 KW per 2200 KVA limited by the IEC standard. Load losses shall be less than 12.5 KW per 1000 KVA limited by the IEC standard.
4.5.5.9
Impedance of the transformer will be chosen to assure the safe and smooth operation and starts of all low voltage equipment under all working conditions, with voltage drop of less than 3%.
4.5.5.10 A winding hot spot detecting system shall be provided. The system will include a tripping device with alarm contacts to the CMS (see para. 4.6.7) – one contact for alarm and a second contact (at higher temperature) for immediate shutdown of the transformer. Persistent alarm signal will stop the crane, disconnecting the main transformer after 5 minutes (adjustable value.) 4.5.5.11 The following accessories shall be provided with the transformer:
Lifting eyes, jacking and pulling provisions. Ground terminals. Manually operated no load (+/- x 2.5%) tap changers for transformation ratio adjustment. Temperature sensor thermistors on each low voltage column. Vibration dumping supports.
4.5.5.12 The transformer shall be provided with a specification and connection nameplate in accordance with IEC standards.
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Section B – Technical Specifications
4.5.5.13 Inspection and testing Testing will be in accordance with IEC 60076. Routine test report will be submitted before delivery to Ashdod port.
4.5.5.14 Transformer Connections To the H.V. switchgear – by HV flexible cables. To the L.V main circuit breakers in the E-room – by flexible cables. Sufficient slack shall be produced at the connections to sustain the vibrations. Connection scheme shall be submitted for approval by APC.
4.6
Electrical control system The Contractor shall be responsible for the safe and reliable operation of all equipment in accordance with the requirements of this Specification. The electrical installation shall provide reliable power for the rapid precise handling of containers in continuous loading and unloading operations. All electrical installations shall be adequately earthed to protect electrical equipment from damage during lightning storm. Lightning arrestors shall be provided at the tip of the boom and mast structure of the Crane. It shall be connected directly to the ground and insulated from the structure. The structure of the Crane shall be electrically bonded to the rail.
4.6.1
Electrical room (E-room) – low voltage The electrical equipment in the E-room will contain, but not be limited to:
Low voltage distribution system cubicles. Inverter / conversion units cubicles (power section of the drives). Programmable controller cubicles. Monitoring system cubicles. Auxiliary equipment cubicles. UPS system. Firefighting system.
4.6.1.1
For mechanical construction and noise level see para 5.9.1.3
4.6.2
Low voltage switchboard
4.6.2.1
A heavy-duty switchboard of steel construction shall be provided for low-voltage distribution.
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Section B – Technical Specifications 4.6.2.2
The minimum protection degree of the cubicles shall be: indoor – IP20/23, outdoor – IP65.
4.6.2.3
The arrangement of the cubicles in the room shall be submitted for APC approval during the design review. Separate housing (cubicles) shall be used for 400V equipment, 230V equipment, control equipment
4.6.2.4
The switchgear shall be rated to withstand a short circuit current of 60 KA (RMS) at least or higher according to transformer size and impedance voltage, and an insulation test of 2KV. Equipment grounded shall be provided in accordance with applicable standards.
4.6.2.5
Control wiring in each section of the switchgear shall be terminated on easily accessible terminal blocks.
4.6.2.6
The switchgear cubicles, of the incoming section, shall house only load current carrying devices such as: circuit breakers (C.B.) contactors, current transformers and potential transformers. All related control and alarm and monitoring equipment shall be mounted in separate cubicles.
4.6.2.7
The cubicles shall be designed to provide additional space of at least 20% for future applications.
4.6.2.8
All inter-connections shall be factory wired. All out-going control wires shall be available for connection, on separate terminals and not on the equipment.
4.6.2.9
All panel wiring and terminal blocks must be clearly identified with the designated numbers according to wiring diagrams.
4.6.2.10 Insulations monitoring via dv/dt detection and protection for improper phase sequence, lack of phase and over/under voltage shall be provided for each drive. These protective relays and their protective miniature circuit breakers shall be monitored by the fault monitoring system.
4.6.2.11 Each cubicle shall be identified with a durable nameplate. Nameplates should be attached to each device in the cubicles and also to the structure itself, near the device.
4.6.2.12 Circuit breakers shall be used for the L.V. system. 400V circuit breakers shall be molded – case type. No fuses are permitted except for the Inverter protection as applicable.
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Section B – Technical Specifications 4.6.2.13 There will be monitoring for automatic tripping of manual disconnection of each circuit breaker. All fuses shall be monitored for melting.
4.6.2.14 Only the main circuit breaker (para. 4.6.3) will be motorized.
4.6.2.15 No common circuit breaker for devices or components shall be allowed.
4.6.2.16 The entry of incoming power and control cables into the cubicles should be from the bottom. The wires inside the cubicles / racks shall be arranged inside plastic "U" channels with removable covers.
4.6.2.17 The cubicles shall be of the same design, uniform height and uniform depth (same manufacture.)
4.6.2.18 Each section shall be equipped with space heaters.
4.6.2.19 Crane operation hour counter will be installed in the switchboard (after the main contactor in the E-room) to count "Crane On" time. Hour counter for each drive shall be installed on each relevant cubicle, counting only when the corresponding drive is energized.
4.6.2.20 The measuring system shall be composed of:
Voltmeter with phase selector switch (3 positions) Three ammeters. DC-link voltmeter. Ammeter for space heater's current. Electronic Energy monitoring and metering device with current values and Max,Min values for voltage, current, power, power factor, frequency, Three phase average voltage, average current , active energy, reactive energy. Import/export of device configuration. All information shall be transmitted to CMS system and can be monitored from CMS screen.
4.6.2.21 Internal lighting shall be provided in each cubicle, automatically switched by door opening.
4.6.2.22 In each cubicle there will be a 230V 16A receptacle, Israeli standard.
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Section B – Technical Specifications 4.6.2.23 In the row of I/O units, no other equipment shall be installed. The positioning of I/O units in the cubicles shall be higher than 1 meter, and lower than 1.6 meter.
4.6.2.24 Contactors and I/O units shall be located in the E-room as far as practical. Remote I/O units may be located in other closed locations, e.g., cabs, M-room, etc., or inside cubicles. Locations to be approved by APC during the design review.
4.6.2.25 DC power supply units for control systems shall be monitored by the fault monitoring system, by a suitable voltage-monitoring relay.
4.6.2.26 A completely free, easy and comfortable access to each device or equipment shall be provided for inspection, maintenance and wire connections. The following guide rules shall be kept unless approved otherwise by APC in writing:
All equipment shall be installed with its face to the front. Equipment installation on side walls is forbidden (including terminal boards.) Equipment installation, of any kind, behind another equipment to be avoided. Terminal boards shall not be of the double height type, so wires connected to one-layer terminals shall not hide connections to the second layer.
4.6.3
Main circuit breaker and main contactor
4.6.3.1
The main circuit-breaker shall be with a drawable three-pole air circuit-breaker with minimum rated short circuit capacity of 50 KA / COSΦ = 0.25 and according to calculated short circuit current, 400V, 50 Hz and minimum making capacity of 100KA. The current of the circuit breaker shall be changed to comply with another L.V. rating as applicable.
4.6.3.2
The breaker shall have adjustable settings, the unit shall be with delayed thermal over current releases and instantaneous Electro-magnetic including current limiting releases.
4.6.3.3
The breaker shall be also supplied with motor operating mechanism with high-speed closing feature, open-circuit shunt releases or under-voltage releases, auxiliary contact blocks and operating handle.
4.6.3.4
The rated mechanical life of the breaker shall be minimum 10,000 make/brake operations by maximum 20 make/brake operation per hour.
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Section B – Technical Specifications 4.6.3.5
The circuit breaker shall have interlocks to prevent it from being inserted into or withdrawn from the equipment in the closed condition. The circuit breaker may be locked also in the withdrawn position. In this case the main contacts will be disconnected but the auxiliary (control) circuits will remain closed to enable performing of functional tests. When the auxiliary circuits are disconnected, by disconnecting the plug connection, the circuit shall be non-operational. With each crane suitable equipment for connecting or disconnecting the main components will be provided, a storage place for this equipment will be provided.
4.6.3.6
Rated insulation voltage and insulation group shall be in accordance to IEC 60664-1:
4.6.3.7
Main circuits – 1000 VAC, group C. Control circuits – 380 VAC/440 VDC, group C.
The trip feature shall be activated only in the following cases:
4.6.3.8
The main circuit breaker shall be monitored for all trips and for the following conditions (each trip or condition with separate record):
4.6.3.9
Overcurrent (thermal). Short-circuit current. Under voltage (dropout 0,5 UC and pick-up 0,8 UC app.) Emergency stop by push buttons. Fire detection in the electrical cubicles or E-room. Any other specific faults according to the APC's written approval.
Main circuit breaker "on". Main circuit breaker "off."
L.V. Main Contactor An L.V. main contactor shall be installed after the L.V. main circuit breaker, to minimize number of operations of the main circuit breaker. The main contactor will serve for all normal "on-off" operations of the crane. Type and size of main contactor will be submitted for APC approval during the design review.
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Section B – Technical Specifications 4.6.3.10 By pressing "Crane On" push button, the main circuit breaker will be switched on and after a time delay (programmable), the main contactor will be switched on. By pressing "Crane Off" push button, the main contactor will be switched off and the main circuit breaker will stay in "on" position. If a drive is running while pressing "Crane Off" push button, the drive will be electrically stopped and then the contactor will be switched off. 4.6.4
Electrical drives – power inverter (IGBT) units
4.6.4.1
Two (2) fully digital, microprocessor controlled, inverter power conversion units, shall be provided, as Active Front End (AFE) line unites connected between the line supply and the DC-link. The DC-link busbar will serve as power supply to the drives inverter units. Fully digital microprocessor controlled inverter power conversion units shall be provided for the drives:
Hoist - 2 units Trolley - 2 units Gantry - 2 units Boom Hoist - 1 unit. A separate cubicle shall be dedicated for each drive and each power conversion unit. The rated AC supply voltage for the line units shall be 400V + 10% - 15%, 3 phase, 50 Hz +/2Hz. Other line voltage may be offered as an option, subject to APC approval not later than the design review.
4.6.4.2
Line Units (AFE) The two line units shall be IGBT converter units as the inverter units for the AC drive motors. They will be active front-end units (AFE) with the following features:
Same features and structure as for the AC motor inverter units. Regenerative feedback. Unity power factor (cosΦ = 1.0) at the line supply, also during start-up of motors and acceleration of drives (independent of the operating conditions.) Low harmonic distortion (negligible) and extremely low harmonics are fed back into the line supply, independent of the operating conditions. Total harmonic distortion (THD) and total harmonic factor (THF), with rated load and with peak electrical load, of the 400V linen current and line voltage, during hosing or lowering, shall not exceed 3.5% The two units will be connected in parallel to the DC-link busbars. In case of failure in one unit the second unit will enable a limited continuation of crane operation (one motion at a time.) DC-link voltage shall be kept constant, during the +10% - 15% fluctuations of the line voltage. Connection to the mains will be via mains filter, mains reactor and a dv/dt filter. During electrical peak load, the line voltage may drop by 15% from the nominal voltage. Components must be selected to cope with the current increases during the 15% voltage drop period.
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Section B – Technical Specifications 4.6.4.3
The inverter conversion units shall be three phase, fully digital microprocessor controlled, and providing four-quadrant operation capability, with power regeneration. Its microprocessor shall take care of all close and open loop control functions.
4.6.4.4
Each drive power section cubicle shall include, but shall not be limited to, the following components:
Main circuit breaker (for the drive.) Power Inverter unit. Diagnostic panel on the door – (local control and display panel). Low insulation monitoring unit (which detects low insulation resistance of the motor to ground when the motor is without voltage) to prevent motor start. according to standards IEC 61557-8. Inverters drive unit. Filter units. Over-current units. Fuses if applicable. Measuring instruments (V.F.A.) Cooling fans with equipment control. Control of drive breaking and brakes. Communication to crane P.L.C. Hour meter to count "Power On" of the drive.
4.6.4.5
The inverter unit shall contain, but shall not be limited to, the following protective devices and functions:
Main circuit breaker. Over temperature protection. Protection against loss of motor regenerative braking capability. Encoder loss detection. DC voltage level control.
4.6.4.6
The inverter units shall be (latest version) of a make and type that have been in operation on cranes for a period of at least Two years with proven experience on STS cranes. The suitability of the proposed inverter units to the terms aforesaid shall be examined during the design review. They shall be of standard converter power stacks and with individual plug-in cards for the control electronics.
4.6.4.7
The inverter units shall be designed to operate continuously between + 10% of the rated voltage and +5% of the rated frequency in all working conditions.
4.6.4.8
Inverter Module shall have the following requirements:
Each inverter unit (IGBT) shall be of robust design with: IGBT units clamped on a heat sink for air-cooling. Galvanic isolated control with built-in self-protection against short circuit faults. High switching frequency.
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Section B – Technical Specifications
4.6.4.9
Low noise level. Identical replaceable phase stacks. Self-protection utilizing IGBTs for high speed shut downs The motor Inverters modules shall be suitable for operation at low output frequencies <10Hz. Inverters fans can be replace easily and with access to fans screw and enough space for the replacement.
The inverters shall be vector controlled with following features:
Linear through zero speed at full torque. Step response within release time of mechanical brakes. High dynamic response.
4.6.4.10 Inverter design for power regeneration:
Identical motor and regeneration inverter units. Immune to mains disturbances. Regeneration control board located in central control unit. High switching frequency of 2000 or 3000 Hz resulting in fast response to mains disturbances and interruptions. Low harmonic distortion (negligible) – THD and THF of the current and voltage – less than 3.5%. High efficiency. Unity Power Factor (cos Φ = 1.0)
4.6.4.11 Inverter diagnostics (but not limited to):
Local fault indication on each control module and printed circuit board. The status of the faults will be by open text and not by code. Integrated fault memory in the digital control module for high-speed fault logging. Bus connection for remote programming and diagnostics via profibus or device net or can open or Ethernet or RS485 or USB). Interface for local programming and diagnostics via profibus or device net or can open or Ethernet or RS485 or USB). Other communication connection will be submitted to APC approval during the design review.
4.6.4.12 Electrical noise: To suppress electrical noise and to minimize disturbances:
Adequate filters have to be integrated for the control circuits. Control cables have to be screened.
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Section B – Technical Specifications
Screen earthing has to be of low resistance.
4.6.4.13 Cable connectors and front plugs shall be used for connecting plant or linking cables within one or more cabinets in a control system. Cable connectors and front plugs shall be plugged-in and locked.
4.6.4.14 In case that the Inverter unit is composed of 2 units connected in parallel, a current balance monitoring shall be provided to identify which unit is defective.
4.6.4.15 Special Equipment for IGBT replacement aid: A device for replacing Inverters or IGBT modules shall be supplied and shall be kept in the electrical room. The Device shall be capable to lift and move with the biggest IGBT module from the cubicles to outside the Electrical room. For details see para. 6.5.2. 4.6.4.16 The contractor shall measure harmonics of each crane and submit the report to the purchaser to demonstrate harmonics are within the permissible values as in EN 61000-2-12 standard. 4.6.4.17 All electrical and electronic equipment shall be protected by transient surge suppressor installed as close as possible to the equipment which requires protection from the surge in power and control circuit the surge protective devices and installation shall comply to IEC 60364-5-53/A2, IEC 64/1168/CDV:2001. The devices shall not influence the operation of the insulation monitoring devices. 4.6.5
Field weakening (hoist drive) It shall be performed in the allowed frequency range of the inverter.
4.6.6
Programmable logic controller (P.L.C.)
4.6.6.1
The contractor shall select programmable logic controllers to control all crane systems. One PLC shall be used as far as practical. PLC selection shall be subject to the APC approval during the Tender process. The PLC will be powered from separate auxiliary transformer or another independent power supply and from uninterrupted power supply (UPS). The PLC and its equipment shall be located in the electrical quiet room in a separate cabinet.
4.6.6.2
The PLC shall be used for, but not limited to, processing signals from position switches, push buttons, level switches, temperature monitors, etc. And for controlling motor drives, brakes, fans, solenoid valves, alarm indicators, monitoring, encoders and troubleshooting system, printer operation, etc. The PLC shall have minimum two connection ports for data transfer utilizing standard protocols. One of the ports will utilize TCP/IP protocol.
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Section B – Technical Specifications 4.6.6.3
The memory module shall consist of RAM blocks statements, depending on the schematic configuration + 20% spare for future developments.
4.6.6.4
Minimum 20% spare input and outputs shall be provided for future use.
4.6.6.5
All necessary remote I/O unit shall be provided in each of the following locations (but not limited to):
Each drive system. L.V. switchboard. Operator's cabin Boom hoist control stand. Controller cab. Trolley machinery room – spreader cubicles.
4.6.6.6
Each board should have a separate locking device to hold it in its place. Plug-socket connections for interconnecting cables between units and/or terminal strips should be avoided wherever possible.
4.6.6.7
Outlets for testing and trouble shooting of the printed circuit board shall be located near it. The outlet shall be clearly market on the schematic diagrams. It shall be possible to carry out testing without disturbing the crane operations.
4.6.6.8
Interlocking circuits shall be fail-safe, that is, a fault must cause a running drive to stop and blocked from being started again. Only the faulty drive - and no other non-relevant system shall be stopped.
4.6.6.9
Emergency Operation without PLC: Each drive control shall include a bypass feature for operating the drives in emergency mode. This mode will enable operating the drives without PLC. In case of PLC failure this mode will enable operating the drive in reduced speed in order to extract the crane from a ship. The emergency operations without PLC will be enabled by key from E-Room and activated by push buttons from the operator cabin.
4.6.6.10 Operation without encoder: Hoist and Trolley drives shall include a bypass feature for operating the drives without encoder in decreased speed. This mode will enable operating the drives without encoder for extracting the crane from a ship. The operation without encoder will be enabled by key from E-Room and activated by the existing master controllers from the cabin. An event should be triggered while operating without encoder.
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Section B – Technical Specifications 4.6.7
Crane management system (CMS)
4.6.7.1
The CMS system shall work on line and shall be used inter alia to:
Monitor information in 4 categories – faults, indications status and events, in all crane systems, drives and auxiliary, to enable fast trouble shooting and resuming normal crane operation. Monitor status of the crane in several categories – crane off, crane on, idle without container, idle with container, crane has fault drive inhibited, crane has general fault. Display the condition, actual values, bit status, operating hours, counters, etc., of all kinds of signals relevant to the operator / technician. Analyze crane events with postmortem software which shall be incorporated in the CMS system. Printout the information in chronological order as they occur and to perform a statistical analysis of the faults per a defined period. Communicate directly to other sub and auxiliary systems, like inverter units. Faults or events or combined, that are stopping the crane operation will have a special remark in the system. Any fault or event will have a cross-reference to the appropriate drawing and shall be able to Jump to the specific page in the electrical drawing from the CMS screen.
4.6.7.2
CMS information shall be detailed as far as possible.
4.6.7.3
History file shall be used to keep past information for late processing. The CMS shall provide a tool for post mortem analysis of the fault. (minimum 6 seconds before and 6 seconds after the event/alarm).
4.6.7.4
The CMS system will provide all relevant information on faults, I/Os, internal flags and markers to locate the source of the faults, its location on the crane and designation in the PLC software program.
4.6.7.5
Event driven data collection for KPI (Key performance indicator) measurement, monitoring and analysis:
4.6.7.6
The CMS system will provide statistic information reports, trends and graphs for technicians and for management performance measures. The information will include all necessary data to detect weak points, downtimes, performance per defined time periods (pre-defined work shifts, day, week, months) and provide statistics to measure the reliability of the crane and performance of the operators.
CMS web server for remote connection:
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Section B – Technical Specifications
4.6.7.7
The CMS shall provide remote view password protected with different access levels via web clients. The number of simultaneously online web clients shall be minimum 3 clients. There shall be no time limit for connection.
The CMS system shall be installed on two (2) engineering PC's in a separate cubicle in the E-room. The second pc shall be a copy of the master pc and shall work for the purpose of redundancy and for enabling to work with both PC in parallel (for example: one pc showing the CMS screen and the second PC to diagnose the crane PLC). The keyboards, mouse and monitors shall be installed outside of the cubicle on a large working table. The monitors shall be installed on a hinged arm to convenient work while seating next to the table or while standing near the table.
Each engineering PC shall include the following requirements:
19" rack PC with drawable HDD cases, front USB connectors, Fans with replaceable filters. PC processor with the latest model and clock speed of at least 2.6Ghz RAM Memory size of at least 8GB Data Storage (HD drives) type SSD with at least 450GB and read/write speed of at least 550MB/s, the HD drives shall be in raid 0 array configuration for redundancy. DVD/RW with write speed of at least x48 Minimum peripheral demand: 2xRJ45, 4x USB connection and 2xRS232 connection. 22" flat LCD monitor or larger. Keyboard suitable for English and Hebrew. Mouse. BW laser Printer for A4 page size – type to be approved by APC. Hebrew version of the platform (Windows 7 64bit preferred) for the CMS program. The Rack PC shall be installed on drawable hinges to access the read connections. 4.6.7.8
The CMS will enable printing of data to printer and to a PDF file and exporting data to XML or XLS file.
4.6.7.9
CMS will include Backup & Recovery software with the ability to store complete image of the operating system and data storage to internal and external devices.
4.6.7.10 CMS remote Access between Crane and Office:
A connection for data transfer via the HV trailing cable, from the CMS on the crane to a remote CMS system in the maintenance center shall be provided. Details will be defined during the design stage.
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Section B – Technical Specifications 4.6.7.11 RCMS – remote landside server system The system shall interchange data with the RCMS server – See para 6.1 4.6.7.12 A general layout of the CMS Screens, Trends, and statistic reports shall be submitted to APC during design review. 4.6.8
Auxiliary transformers and Auxiliary Power supplies
4.6.8.1
Auxiliary transformers shall be provided for the following services:
Control circuits, programmable logic controllers, etc. Indicating devices. Lighting system, heaters, air-condition, compressor, etc. Electrical outlets.
4.6.8.2
The transformers shall be indoors dry type, self-cooled and shall be rated for the application requirements and for continuous operation (S1). The transformer shall have 20% reserve power.
4.6.8.3
Each transformer shall be protected by an individual Overcurrent device on the primary (or secondary) side, rated or set at not more than 125% of the rated primary (or secondary) current of the transformer.
4.6.8.4
All transformers installed indoors and rated more than 1 KVA up to 100 KVA shall have a separation of at least 300mm from combustible material unless separated by a fire-resistant, heat-insulating barrier.
4.6.8.5
The nameplate rating on the transformer shall indicate the primary and the secondary connections.
4.6.8.6
All power supplies shall have a power indicator led which lit when output power is in the range and OK.
4.6.9
Operation Manual The contractor will prepare a PLC detailed operation manual subject to the approval of the APC (see section A para. 5.7).
The manual will be used as a guideline for writing the software for the operation and monitoring of the crane.
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Section B – Technical Specifications 4.6.9.1
The full list of the information, which is monitored by the CMS, will be included in the manual. It will be divided into:
Faults (F), Indications (I), Events (E) and Status (S). Operator resettable faults. Electrician resettable faults.
4.6.9.2
The format of the faults, events and printouts shall be decided between the APC and the contractor during the detailed design.
4.6.9.3
The following faults shall be included in the Fault list (minimum requirements):
4.6.10
HV fault. Cable reel fault. Low voltage disconnection (general and separate for each drive.) Phase failure. Over voltage. AC motor fan failure (for each motor.) Any control failure. PLC voltage failure. Emergency stop (mechanical and electrical- general and separately or for each drive.) Thermal or magnetic (Overcurrent.) Over-speed circuit-breakers disconnections and control fuses blow-up. Closed loop control failure (for each drive.) Closed break when a drive is activated (for all drives) senses by a limit switch. Zero speed detection failure. Motor insulation failure (for each drive.)
Emergency HV Power Supply
In case of a failure in the HV power supply to the crane, it is considered that further operation of the crane may be possible by using an external diesel generator. The generator shall not be connected directly to the crane. It may be connected to the junction box in the power supply pit or directly to the HV switchgear in the transformation station in the port. The generator shall be designed to cope with all the operational conditions including the absorbing of energy during braking. The generator is not included in the scope of supply of the STS cranes.
The contractor will specify to APC all necessary information for the using of the generator and its requirements, low voltage solution may be an option. The crane will be equipped with a special key switch on the control stand in the E-room. Selecting this mode of operation, under emergency HV supply, will allow to activate only one drive at any given
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Section B – Technical Specifications moment – no simultaneous operation. An indicating lamp for this operation mode shall be provided in control consoles.
4.7
Electrical drives (with AC motors)
4.7.1
General: The general requirement for the electrical digital drives system is to provide reliable power for the rapid and precise handling of containers through the hoist, trolley and gantry motions. In addition, the system shall provide faster hoisting and lowering speeds for loads lighter than the rated load by using an automatic digital system integrated in the drives, while maintaining constant horsepower at the motors.
4.7.2
Rating: All the drives – hoist, boom hoist, trolley and long travel – motors and the inverter units, shall have adequate torque capability to provide the speeds and acceleration rates given in para. 2.3, 2.4 above, in addition to having adequate thermal capacity for the load specified in the duty cycle. The trolley motor will be sized in such a way, that trolley speed will be stable without influence of the sway of the container. The thermal capacity of the gantry drive shall be sufficient to assure that the gantry can travel a minimum of 100 meters along the quay against the specified operating wind without injurious heating. Calculations for the above shall be provided by the contractor to the APC in the Technical Proposal submitted to the Tender.
4.7.3
Drives control
4.7.3.1
The power supply for the two active front end (AFE) line inverter units shall be rated 400 volts AC + 10%. Power supply to the AC motors of all the drives shall be provided by inverter conversion, and shall be 400 VAC. All drive components shall be of the same voltage rating..
4.7.3.2
The electrical drives for the main hoist, trolley, gantry travel, and boom hoist shall be stepless, regulated, reversing, adjustable control systems, with current limit and regenerative braking. The drive units shall be with safe stop functionality as standard to prevent a drive from starting accidentally.
4.7.3.3
The control of the main hoist, trolley, and gantry motions shall be through stepless digital master controller (joystick) located in the operator's cab. By deflecting of the master controller only, the operator shall be able to increase or decrease speed of these motions and alter the direction of the motions without any restrictions. The controllers shall have digital master switches without sliding contact so that fine reference adjustment can be obtained near the controller neutral point. The rate of acceleration or deceleration shall be
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Section B – Technical Specifications constant and according to rates specified in para 2.4. Deceleration shall be accomplished electrically, by regenerative braking. The brakes to be applied only when the motion has slowed down to essentially a stopped condition. The speed of all motions shall be stepless and infinitely variable from zero to the maximum speed as specified in para. 2.3.
4.7.3.4
Control of the boom hoist shall be by push-buttons, located at the boom control station which enables selection of hoisting and lowering motions (see para. 4.9.4.) A key switch will be included in the control to drive the boom at low speed (approx. 10% of the maximum speed), for maintenance purposes. Control of the boom hoist shall be possible also from the operator's cab console with the necessary safety provisions.
4.7.3.5
The control system shall sense the load conditions on the main hoist and automatically provide higher speed with light loads. The maximum hoisting speed available for empty spreader shall be approximately 2 times the specified maximum load speed. The degree of speed increase shall be approximately inversely proportional to the load.
4.7.3.6
Control of acceleration, deceleration and speed of drive motors shall be accomplished by means of solid state, digital regulator systems. The regulator elements shall be static solidstate printed circuit board construction and shall control the motor drives by comparing the reference supplied by the master controller to a feedback signal indicating load condition. The differential output of the regulator will provide desired motor speed by serving as input to IGBT control circuitry which by means of precise steering of the inverter unit will control motor voltage/frequency. The inverters shall be stable and highly dynamic even with short supply voltage drops or other poor network conditions.
4.7.3.7
Skew during gantry travelling will be controlled through the arrangement of the electrical connection of the gantry motors/inverters or by a special active skew control system. The selected method will ensure minimum lateral forces created by skew condition during crane travelling and shall correct such skew. The method is subject to APC approval during the design review.
4.7.3.8
Monitoring of the earthing (ground) of each inverter unit of the drive control system shall be provided. The check will be performed automatically each time the crane is shut-off.
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Section B – Technical Specifications 4.7.3.9
The drive units shall be design for easy accessibility and time saving installation. Access to components shall be from the front event with automatic tools. All terminals shall be sufficiently dimensioned and clearly marked. The compact enclosures shall be easier to install.
4.7.3.10 On the power side: an integrated chokes shall be installed to minimize the network effects drastically and thus keep within the limits of EN 61000-3-12. 4.7.3.11 All AC inverters including cable reels inverters shall be installed inside the Main E-room. 4.7.4
AC Drive Motors
4.7.4.1
General description
4.7.4.1.1
The nominal speed for nominal loading of the AC motors shall be as follows:
Hoist motors
Boom hoist motor Long travel motors Trolley motors Other speeds to be approved by APC.
- 1000 rpm – SWL - 2300 rpm – Empty spreader (twin or single) - 1500 rpm - 1500 rpm - 1500 rpm
4.7.4.1.2
The motors should be able to withstand both current ripple and rapid current changes (load changes) under dynamic conditions (dynamic load impacts.) Motors having small moment of inertia and small electrical time constant shall be used to produce quick-response and improved control.
4.7.4.1.3
All motors shall be suitable for working with the Inverters modules and shall be approved by the OEM manufacturer of the Inverters. All the motors shall have a fully laminated magnetic circuit.
4.7.4.1.4
All terminal box connections shall be made watertight. Cable entry to the box shall be through insulated cables glands of adequate size. Cable termination shall be with cable lugs. All connection shall be clearly market for easy identification. A grounding connection shall be provided in the terminal box.
4.7.4.1.5
All pertinent information of each motor shall be stamped on stainless steel nameplates, riveted to motors. The information shall include rated as well as calculated values and low load speed.
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Section B – Technical Specifications 4.7.4.2
Electrical data:
4.7.4.2.1
All motors shall be fixed in regards to their thermal capacity, starting torque and maximum torque, with ample reserve. The choice of motors will be specially examined by the APC during the Tender procedures, and shall be subjected to APC's approval during the design review.
4.7.4.2.2
All motors shall be suitable for operation in 45°C ambient temperature and shall have class "F" insulation, but for rating calculation, temperature rise of class "B" insulation shall be used.
4.7.4.2.3 o o o o
Drive
Duty Type
Duty Factor
Starts/hour
Hoist Trolley Gantry Boom Hoist
Intermittent Intermittent Intermittent Intermittent
Periodic S5 60% Periodic S5 60% Periodic S5 40% Periodic S5 25%
300 300 300 -
4.7.4.2.4
According to IEC-60034, all motors shall be designed to carry a load of 1.6 times the rated torque for 15 sec. higher overloads may be permitted for short periods.
4.7.4.2.5
All motors shall be with the same input voltage. The rated voltage shall be 400VAC.
4.7.4.2.6
Motors shall be capable of speed reduction from the rated speed indicated down to 50 rev/min at constant torque.
4.7.4.2.7
Each motor shall be provided with a temperature sensor. When over-temperature occurs, there will be an immediate warning alarm to the operator (lamp and buzzer) and in the CMS system. After a time delay of 0-5 minutes (adjustable) the drive will be stopped.
4.7.4.3
4.7.4.3.1
Mechanical construction:
The motors shall be suitable for either direction of rotation and for reversing duty.
4.7.4.3.2 Enclosures rating and cooling method of the various motors shall be as follows:
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Section B – Technical Specifications
Drive Hoist (indoor) Boom hoist (indoor) Trolley (outdoor) Long travel (outdoor)
Enclosure IP34 IP34 IP55 IP55
Cooling Method IC 06 IC 06 / IC 416 IC 00416 IC 00416 / IC 411
Other cooling method may be submitted for APC approval during the design review. Air ducts for motor ventilation shall be rigid and of durable material.
4.7.4.3.3
For ventilation, three phase fan unit shall be mounted and separately powered.
4.7.4.3.4
All motors shall be fitted with anti-friction regreaseable bearings. The bearings shall be sealed from the outside by a grease-packed groove and/or axial shaft sealing rings preventing ingress of dust.
4.7.4.3.5
The shaft extensions dimensions shall comply with IEC publication 72, latest edition. The motors shall be provided with a second shaft extension (flange connection) if any auxiliary devices will be mounted. The non-drive end shaft shall be accessible for speed measurement, or arranged to permit speed measurement.
4.7.4.3.6
The noise level produced by all motors shall be below the limiting values given in IEC 60034-9. All motors shall be with low vibration levels and the rotors shall be dynamically balanced.
4.7.4.3.7
For surface protection, the motors shall be provided with a special paint finish for marine application, to a high degree of corrosion resistance. The minimum requirements for the paint system are specified in para. 10.2.
4.7.4.3.8
Space heaters shall be integrated in all the motors of the crane main drives, to prevent moisture condensation. The heaters shall be switched off when the crane is in operation. The supply voltage will be 230V, 50 Hz.
4.7.4.3.9
All motors shall have the supply terminals accommodated in a terminal box. Al the terminal boxes shall be designed for the degree of protection of IP55. The fan units shall have a separate terminal box. The terminal boxes shall accommodate main AC supply terminals. The terminal boxes should be fitted also with additional terminals for thermistors, space heaters and other auxiliaries.
4.7.4.4
Motor over-speed protection Calibrated speed-limit device for motors over-speed protection must be provided for the hoist motors and for the boom hoist motor. The device shall be flange-mounted on the non-driven end of the motors.
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Section B – Technical Specifications Normally open and normally closed contacts will be provided. The device will be set at the factory. When the motor reaches a speed of 115%, for each direction of rotation, the device shall activate emergency braking. 4.7.5
AC Auxiliary motors
4.7.5.1
Squirrel cage motors can be used for various applications (e.g., fan motors.)
4.7.5.2
Motors shall be totally enclosed, fan cooled, steel frame and shall comply with IEC applicable standards. IP54 enclosure for motor and IP55 enclosure for terminal box.
4.7.5.3
Motors shall be 400V, 50Hz, 3-phase, rated duty S1 (continuous duty) and insulation class F. Motors requiring other specifications or rating shall be proposed by Supplier within its Technical Proposal and will be examined by APC to certify its suitability to APC's requirements within the Technical Evaluation during the Tender.
4.7.5.4
All motors shall be sized in regard to their thermal capacity, starting torque and maximum torque, with ample reserve. The proposed motor(s) shall be subject to APC's approval within the Technical Evaluation during the Tender.
4.7.5.5
All squirrel cage motors shall be suitable for "Direct-On-Line" starting.
4.7.5.6
Mechanical construction – see para. 4.7.4.3.
4.7.5.7
Resistor units
4.7.6
The braking resistor shall be installed in dust free area or inside ventilated enclosure with filters. The enclosure shall be humidity controlled to protect the resistor from corrosion. A thermal overheat protection shall be installed to protect the resistor from overheating. Pulse generators For high accuracy motor speed regulation and distance measuring, pulse generators will be used on all drive motors. The device will be of incremental type with electronic suppression of random pulse, in rugged housing for heaving industrial and corrosive surroundings, number of pulses – at least 1024/rev. Mounting – without belts – directly on motor (flange connection), gear or wheel shaft. All pulse generators shall have a protection degree of IP66. Output signals shall be via fiber optic to avoid noise interference. For cable specification see para. 4.4
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Section B – Technical Specifications
4.8
Limit switches and control points
4.8.1
The crane should be provided with properly designed limit switches, or PLC controlled limit function, which are actuated when a relevant drive is passing over a control point. Apart from final, synchronization and emergency limit switches, all other limits shall be controlled by the PLC. Passing of a drive over a control point will be detected by the PC by monitoring pulse generators mounted on the Drives. Every limit switch should be positively actuated and shall be so fitted and wired that it is fail safe. After having been actuated the limit switch/control point should not prevent motion in the reverse direction.
4.8.2
Limit switches should be so positioned that they stop the drive before any damage occurs, or trolley buffers touch the structure. Connecting box should be located adjacent to limit switches with integrated cable.
4.8.3
Limit switches installed outside the machinery or electrical control room shall be heavy-duty with minimum IP65 enclosures.
4.8.4
Rotating cam limit switches (RLS), when used, shall be heavy duty and shall be directly coupled to a suitable gear system. Each contact, in the rotating limit switch, shall be easily adjustable to operate at any point within the full range of the motion. The transmission shall be selected so that any contact that is opened while motion is in one direction will remain open throughout the remainder of the travel in that direction. It will be reset only when activated during motion in the other direction. The RLS shall have 15% spare contacts.
4.8.5
The following list of limit switches/control points are the minimum requirements. The final list will be agreed upon during the crane design phase. For safety reasons, emergency limit switches, such as over-speed, over hoist, etc., will not be a part of the "normal operation" limit switch arrangement. They should be installed separately so if there is a break in the "normal" limit switches, the emergency limit switch will be independent and shall stop the drive, with no apparent damage to any of the crane parts.
4.8.6
Designation and description
Emergency limit switch – (E) The limit switch is not operated under normal working conditions and only provides backup protection (safety function) for the normal final limit switch. If the switch should be actuated for any reason, the crane breaker is tripped immediately and the brakes are applied. The drives are locked and no further operation is possible before the fault is reset. Getting out of this condition requires the use of the bypass key switch located in the Eroom. E-switches shall have separate and independent control circuit.
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Section B – Technical Specifications
4.8.7
Final limit switch – (F) Under normal operating conditions this switch is approached at the reduced speed. Its actuation causes the immediate application of the mechanical brakes. Further movement in the same direction is blocked, movement in the opposite direction is possible at rated speed. Slow down monitoring switch - (M) This limit switch is positioned between the slow down and the final limit switches. This switch acts as a checkpoint to establish that after passing the slow-down control point, the speed has dropped below an adjustable reference value. If this is the case, driving further may continue until reaching the final switch. If the speed is too high, the drive is immediately stopped by electrical and mechanical braking and a fault indication occurs.
Slow down limit switch - (SD) Passing this control point will cause the speed of the drives to decelerate electrically until a reduced speed of 0.1 x base speed (adjustable) is reached.
Slow down field weakening limit switch - (SDFW) Passing this control point will cause the speed of the drives to be reduced from field weakening speed to rated speed.
Safety zone limit switch – (SZ) This limit switch prevents entry into a defined safety zone (sill beams protection etc.) A buzzer will sound in the operator cabin to indicate that the load is entering or clearing the safety zone.
Hoist System limit switches and control points shall include but not limited to: Designation H-UP-E H-UP-F H-UP-M H-UP-SD H-UP-SDFW H-UP-SZ H-LW-SDFW H-LW-SD-Q H-LW-SD-W H-LW-M H-LW-F H-LW-E
Function Emergency stop hoisting Final stop hoisting Slow down monitoring hoisting Slow down hoisting Slow down hoisting field weakening Safety zone hosing Slow down lower field weakening Slow down lowering above quay Slow down lowering above water Slow down monitoring lowering Final stop lowering Emergency stop lowering
P.O.B 9001, Ashdod 77191 Israel
Type Lever Rotating cam Rotating cam Software Software Rotating cam Software Software Software Rotating cam Rotating cam Rotating cam
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Section B – Technical Specifications
4.8.8
Trolley System limit switches and control points shall include but not limited to: Designation TR-WS-E TR-WS-F TR-WS-M TR-WS-SD TR-WS-SZ TR-HP-F TR-HP-M TR-HP-SD TR-PP TR-LS-SZ TR-LS-SD TR-LS-M TR-LS-F TR-LS-E
4.8.9
Type Lever Proximity Proximity Software Software Proximity Proximity Software Software Software Software Proximity Proximity Lever
Boom hoist system limit switches and control points shall include but not limited to: Designation BM-UP-E BM-UP-F BM-UP-M BM-UP-SD BM-DN-SD BM-DN-M BM-DN-F BM-DN-E BM-Slack
4.8.10
Function Emergency stop water side Final stop water side Slow down monitoring water side Slow down water side Safety zone sill beam WS Final stop hinge point Slow down monitoring hinge point Slow down hinge point Trolley in parking position Safety zone sill beam LS Slow down land side Slow down monitoring land side Final stop land side Emergency stop land side
Function Emergency stop boom up Final stop boom up Slow down monitoring boom up Slow down boom up Slow down boom down Slow down monitoring boom down Final stop boom down Emergency stop boom down Boom hoist slack rope (electrical stop)
Type Lever Lever Rotating cam Rotating cam Rotating cam Rotating cam Rotating cam Rotating cam Lever
Gantry travel system limit switches and control points shall include but not limited to: Designation LT-ET-E LT-ET-E
Function End of track east End of cable east
LT-AT-E
LT-ET-W
Anti-collision between cranes east Anti-collision between cranes west End of cable west
LT-ET-W
End of track west
LT-AT-W
P.O.B 9001, Ashdod 77191 Israel
Type Lever From cable reel (rotary switch) On the cranes units+ reflectors On the cranes units+ reflectors From cable reel (rotary switch) Lever
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Section B – Technical Specifications
4.8.11
4.9
The limit switches and control points listed in para. 4.8.7 and 4.8.8 are the requirement for the container mode. If required similar and additional sets of limit switches and control points, it will be added for other modes of operation. The above listed limit switches and control points are the minimum requirements. The contractor shall supply and install the switching bars required for activating the end of track limit switches. It is the contractor's sole responsibility to provide any additional or other switches and control point to ensure the safe and efficient operation of the crane in all modes of operation.
Control stations and indicating devices
4.9.1
General
4.9.1.1
Selectors and master controllers, push-buttons, limit switches, control switches and protective and indicating devices shall be provided in the various control stations as required for the control and the operation of the crane and its systems.
4.9.1.2
The following descriptions are the minimum requirements. They are based on the configuration of the control stations existing in the cranes operated by the APC. Layout should be similar to the existing control stations as far as practical. Adaptations to provide control and indication to functions such as list, twin lift etc., should be provided and approved by APC during the design review.
4.9.1.3
The contractor shall provide during the details design stage a comprehensive list and a schematic layout of all the control panels, their devices and their functions (operator's console, other control stations and auxiliary panels.) The control panels layouts and description shall be submitted for APC approval.
4.9.1.4
Each control station will be furnished with a "priority pre-selection key-switch" and "Crane On" lamp. The "Crane On" lamp lights when the "crane on" is activated from the same control station and blinks when the "crane on" is activated from another control station.
4.9.1.5
Each control panel or control station shall contain the following:
Lamp & buzzer test push button. Emergency stop push button Fault indication lamp. Audible alarm. Fault reset push button.
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Section B – Technical Specifications
4.9.1.6
When a fault occurs, the fault lamps (on every panel) will light steady and an audible alarm will sound. The CMS system will display it on the screen. By pressing the "fault reset" push button, the alarm will go off and the lamp will go off only after the fault has been eliminated.
4.9.1.7
Generally two types of faults shall be defined:
Operator's Fault (OF) – the operator can reset it to resume operation: OF – The operator presses the "reset" button. If the fault is not eliminated after pressing the "reset" button (programmable number), the operator will not be able to reset it and the fault will be defined as an EF. Electrician Fault (EF) – only an authorized technician can reset the fault. EF – will be eliminated by an electrician and only from the E-room (or another data connection point.)
4.9.1.8 Colors The control elements shall be according to APC standard as is on other STS cranes:
Push button "on"- green. Selector switch – black. Push button – general – black. Lamp – "Crane on" – green. Lamp – fault – red. Lamp – warning – yellow. Lamp – position – white. Lamp – twist lock – locked – RED. Lamp – twist lock – unlocked – Green. Lamp – Slack rope – Yellow. Lamp – Spreader on container – Blue.
4.9.1.9
All control wiring will terminate on terminal blocks appropriately marked with the corresponding terminal wire numbers. All control equipment will be sized for heavy-duty continuous operation.
4.9.2
Operator's cab control station and additional devices Control consoles will be provided within reach of the operator, where all the controls will be located. The operator's consoles shall include all necessary controls for crane normal operation. During "Crane On" it is possible to operate the crane fully. An additional Side panel shall be installed for additional controls and boom operation functions. The detailed design will be submitted to APC's approval during the design review activity. The controls and indicators will include, but will not be limited to:
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Section B – Technical Specifications 4.9.2.1
Right hand console & Left hand console (1) Hoist motion master controller. (2) Spreader twist-lock control joystick operated switch – "lock-unlock". (3) Spreader twist-lock position indicating lights – "locked" (green) – "unlocked" red. (4) Fault indicating light (red.) Flashes during a warning delay (e.g., motor over temperature) and lights constantly when the drive is stopped. (5) Emergency stop activated – indication lamp (red.) (6) Fault reset push button (black.) Also silences the buzzer. (7) "Emergency stop" push button with mushroom head (red.) (8) Spreader in "horizontal position" (and crane is synchronized) indicating light (white.) This lamp is off if the crane is not synchronized. The lamp flashes if the spreader is not in zero trim / list position. (9) Automatic spreader balance push button (black.) (10) Hoisting motors selector switch: a. Hoisting motor 1 b. Hoisting motor 2 c. Hoisting motor 1+2. (11) Operation mode selector switch: a. Containers 20'/40'. b. Containers twin lift. c. General cargo. d. Heavy lift. (12) "Crane on/off" push button (green) – main motorized circuit breaker and main contactor "on/off.", button shall be illuminated to indicate the main contactor status (Green). (13) reserve (14) reserve (15) Station priority pre-selection key switch. An alternative to key – switch shall be a personal magnetic plastic (to be decided later by the APC.) (16) "Snag release" illuminated p.b. (push button) shall light together with the fault lamp. To reset, first press this p.b. and then the faulty reset push button. (17) Lamp and buzzer test p.b. (black.) (18) Bypass collision, end of cable, end of rail p.b. (black.) Activation of this p.b. with simultaneously deflecting the long travel master controlling allows the crane to be moved at slow speed until buffers touch, end of rail reach of crane is at the end of cable range. (19) Gantry limits indicating lamp (yellow): collision warning, end of power cable, end of rail. (20) Storm brakes, storm pins "down" indicating lamp (yellow.) The lamp is flashing only if storm pins are down. (21) Maintenance key-switch (as described in para. 4.9.6.) The keys of this key switch and of the maintenance key switch on E-room control panel will be identical but different from the other keys used on the operator's consoles. (22) Left Hand console: (23) Long travel motion master controller. (24) Trolley motion master controller. (25) Trolley in parking position indicating lamp (white.) (26) Flippers operation – up/down joystick. (27) Four (4) flippers selector switches for manual operation of far left, far right, near left, near right flippers. (28) Spreader hydraulic pump "on" illuminated push button (white.) The lamp illuminates as long as the pump is operating. (29) Telescopic spreader selector switches – "expand" – (40), - "retract" – (20'), "twin lift" – (2x20'), "twin lift separation/"
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Section B – Technical Specifications (30) Spreader skew push button left/right (black.) (31) Spreader twin push button far/near (black.) (32) Spreader in "zero skew position" illuminated push button (white.) If the spreader is not in zero position the lamp flashes. Pressing the push button shall zero the spreader skew position. Lamp light when in zero position. (33) Floodlights illuminated push-button (white.) (34) Crane not synchronized indicating lamp (yellow.) (35) Emergency operation without PLC (36) Emergency power supply lamp (yellow.) (37) Obstruction light lamp (yellow.) (38) Buzzer: - a short buzz when the container reaches a safe height above the sill beam. A continuous buzz (which can be silenced) when there is an alarm on high wind speed. (39) reserve (40) Twin Gap extend - P.B (black) (41) Twin Gap retract - P.B (black) (42) TTDS+TTDS bypass – shall lit when TTDS detect two twenty while in 40". (43) Trolley to parking – shall automatically drive trolley to parking while spreader empty and hoist in safe position. Button shall be illuminated to indicate trolley in parking position. (44) Twin store pos.1 – shall send store command to the twin spreader to store gap pos.1 (45) Twin store pos.2– shall send store command to the twin spreader to store gap pos.2 (46) Twin goto pos.1 - extend/retract to gap pos.1, button shall be illuminated to indicate gap in pos.1 (47) Twin goto pos.2- extend/retract to gap pos.1, button shall be illuminated to indicate gap in pos.2 4.9.2.2 Operator side panel: The operator panel shall include but not limited to the following: (1) Maintenance key switch (2) Lamp test button (black) (3) Buzzer (4) Floodlight illuminated P.B (White) (5) reserve (6) Obstruction light fault indication lamp (RED) (7) Crane not Synchronized (Yellow) (8) Snag load release illuminated P.B (RED) (9) Boom anti-collision lamp (RED) (10) Ship collision pre-limit lamp (Yellow) (11) Ship collision alarm lamp (RED) (12) USB charger (13) Automatic Bay handling on/off – illuminated P.B (Green) (14) Delete bay memory - illuminated P.B (Red) (15) Slot unknown (red) (16) Slot Known (green) (17) Enabling Boom – mushroom P.B (18) Person on boom – lamp (red) (19) Reserve (20) Stop boom – P.B (red) (21) Boom control on/off – illuminated P.B (Green) (22) Reserve (23) Lower boom – P.B (white) (24) Raise Boom – P.B (white)
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Section B – Technical Specifications (25) Anti-sway on/off – selector (26) Spreader pump on/off - illuminated P.B (White) (27) Reserve (28) Release Trolley - illuminated P.B (Yellow) (29) End of Cable – lamp (Yellow) (30) End of rail – lamp (Yellow) (31) Storm Brake not raised – lamp (Yellow)
4.9.2.3
Front instrument panel (1) (2) (3) (4) (5) (6) (7)
4.9.2.4
Firefighting system alarm panel
4.9.2.5
An additional panel might include the following, and will be designed with the right & left hand consoles An instrument panel shall be provided in front of the operator with measuring instruments and control devices as follows: Hoisting height indicator (meters.) Wind speed warning indicating lamp (yellow ) (30 knots.) Wind speed alarm indicating lamp (39 knots (red.) Overload indicating lamp (red.) Slack rope indicating lamp (yellow.) Load indicator (tons.) Tara load adjustment potentiometer.
An alarm panel shall be installed in the operator's cab – see para. 4.14.6.
Operator's camera views:
The operator shall have a monitor to provide view from different cameras on the crane. The monitor shall be minimum 19" LED display with anti-scratch protection and ruggedized structure. The monitor shall be install on an adjustable arm suitable for weight of 50Kg. The cameras shall be with high resolution chip with improved light sensitivity. EMC proof, vibration proof. Equipped with automatic heating inside. The cameras shall be installed in a special stainless steel case Overpressurised with nitrogen. Case shall be IP69 waterproof according to DIN 40050-9. Cameras shall be equipped with automatic coloring lenses triggered by sunlight. The lens shall be protected against scratch and dirt. Camera shall be suitable for marine environment and with experience on applications as required here. Plugs shall be IP69K waterproof resistant and shall withstand high pressure cleaning. Cable shall be high grade PUR jacket withstands IP69K and protected against mechanical influences (abrasion, cuts, tight tie wraps). Connectors shall have gold plated contacts to protect from corrosion. Camera shall be overall shielded on cable and camera plugs to harshest EMC environments. Equipment shall be suitable for working at temperature range of -20 ˚..+85˚. There shall be an indication led on the camera to monitor the existence of power. All view cameras shall be digitally recorded simultaneously. Recording shall start automatically while crane is on and triggered by movement in the cameras view. The camera and recorder shall support H.264 digital video codec. Recorder shall hold minimum 72 hours of recorded video. The
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Section B – Technical Specifications
4.9.2.6
Truck lanes view from operator cab:
4.9.2.7
A camera below the trolley shall provide view of the spreader from the top angle. The zoom feature shall be controlled by the PLC, The camera shall automatically zoom in/out according to the Hoist movement. The picture shall be automatically focused. The camera shall be installed on a damping unit to eliminate the vibrations and stabilized the picture.
Long travel camera's view:
4.9.2.9
The operator shall have a monitoring view of the truck lanes while boom is down. A camera shall be installed in a way to provide the adequate angle of view for viewing all truck lanes in a clear picture.
Spreader view from above trolley:
4.9.2.8
recorder shall provide access from landside via the Ethernet network. The recorder remote access will provide real time view of the cameras and to download videos from the recorder. The DVR system shall be an industrial 19" rack stand-alone DVR which shall be installed in the Eroom. Camera configuration and DVR shall be subject to APC approval during design review.
The operator shall have a view from the cabin of both side of gantry travel. To each corner of the crane to avoid collision/accidents and to provide the operator detailed view.
Boom hoist from operator's cab and camera view:
Additional controls and monitoring devices will be installed in the operator cabin to allow boom hoisting from the operator cabin. The monitoring devices will provide a view of the boom and the ropes. The boom hoist machinery room will have an audible and lamp alarm indicating boom hoist operating inside the room. The operator shall have a view from the cabin for the boom and the ropes with adequate view angle for the safe operation of boom lowering and raising.
4.9.3
Controller's cab – long travel control station
4.9.3.1
A control panel to enable long travel motion and floodlight switching will be mounted in the controller's cab. The panel will be made of stainless steel with IP54 protection. Long travel control from the controller's cab panel shall be possible only if the spreader is above sill beam safety zone. Maximum travelling speed shall be of approximately 50% (adjustable) of the nominal speed. Creep speed p.b. will be installed to assist inserting the storm pins into the sockets located in the quay. Floodlight switching is also possible from the controller's cab (see para. 4.15.5.)
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Section B – Technical Specifications 4.9.3.2
The panel shall include, but will not be limited to, the following: (1) Station priority pre-selection switch. (2) "Long travel left/right" master controller. (3) "Crane On" p.b. (green) – (4) "Crane on" lamp (green.) (5) "Crane off" p.b. (red) – (6) "Fault reset" p.b.(black) –. (7) Bypass collision, end of cable, end of rail p.b. (black) (see 4.9.2.1.) (8) "Lamp and buzzer test" p.b. (black.) (9) "Emergency stop" p.b. (red mushroom) (10) Floodlights on/off p.b. (black) – dependent on photocell (11) Fault indicating lamp (red) –. Flashes during a warning delay (e.g., motor over temperature) and lights constantly when the drive is stopped. (12) Gantry limits indicating lamp (yellow): collision warning, end of cable, end of rail. (13) Storm brakes, storm pins "down" indicating lamp (yellow). The lamp is flashing if only storm pins are down. (14) "Boom in upper position" indicating lamp. (15) Creep speed p.b. (16) Buzzer. (17) Communication socket on the side of the panel. (18) Spreader landed override
4.9.3.3
Spreader landed override: for maintenance purposes only, an interlock bypass key switch shall be provided to allow twist locks to be locked or unlocked without the spreader being seated on a container, hatch cover or over-height frame (The mechanical blockades of the spreaders ping is still necessary to be manually operate for this operation). This key switch shall be located at the controller's cab remote control station and shall be lockable by means of a removable key. In the "spreader landed override" mode, the crane main hoisting and lowering motion will be inhibited.
4.9.4
Boom hoist M-room control station A control panel will be located in the boom hoist machinery room in a position allowing view of the boom and the rope drum. The panel will be made of stainless steel sheet with IP54 protection. The panel shall include, but not be limited to, the following controls: (1) (2) (3) (4) (5) (6)
Station priority pre-selection switch. "Crane on" p.b. (green) –. "Crane on" lamp (green.) "Crane off" p.b. (red) – Maintenance key switch for slow down operation. Fault indicating light (red) – Boom hoist drive only flashes during a warning delay (e.g., motor over temperature) and lights constantly when the drive is stopped. (7) Fault reset p.b. (black.) (8) Lamp and buzzer test p.b. (black.) (9) Trolley not in parking position indicating light (yellow.) (10) Raise p.b. (white,) – flashes during hoist. Flashes faster approximately 5 sec. before stopping in order to indicate that the "enabling" p.b. has to be pushed. The lamp will light when the boom is in its raised end position. The lamp will be dark if the boom has been stopped by the "stop" p.b.
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Section B – Technical Specifications (11) Lower p.b. (white,) – flashes during lowering. Flashes faster approximately 5 sec. before stopping in order to indicate that the "enabling" p.b. has to be pushed. The lamp will light when the boom is in its lower end position. The lamp will be dark if the boom has been stopped by the "stop" p.b. (12) Stop p.b. (red.) (13) Emergency stop p.b. (mushroom head, red.) (14) "Enabling" p.b. motion (black mushroom) – for continuation of boom – every 20 sec. (adjustable.) (15) Buzzer. 4.9.5
Main hoist machinery room control station
Control panels for slow down operation of hoist drives (inching) for maintenance purposes, shall be mounted in the M-room near the hoist drums. The panel shall include, but not be limited to, the following: (1) Emergency stop mushroom head p.b. (red.) (2) Priority pre-selection key switch (activated only if maintenance key-switch in the operator cab is already activated.) (3) "Crane On" p.b. (green) –. (4) "Crane On" lamp (green.) (5) "Crane off" p.b. (red) – (6) Inching, 3 position selector switch – H1, O, H2. (7) "Raise" illuminated p.b. (white). Inching operation (motor torque is limited to 10% of rated torque.) Hoisting is limited only by emergency limit switches. (8) "Lower" illuminated p.b. (white). Inching operation. Lowering is not limited. (9) Fault indicating lamp (red) – indicates faults of hoist drives only. Flashes during a warning delay (e.g., motor over temperature) and lights constantly when the drive is stopped. (10) Fault rest p.b. (black) – of hoist drives only. (11) Snag release illuminated p.b. (12) Selector switch for each of the snag units. (13) Lamp and buzzer test p.b. (14) Buzzer. 4.9.6
(1)
E-room control panel A control panel shall be provided in the E-room with at least the following controls and indicators. Emergency stop mushroom p.b. (red.) (2) Priority key switch. (3) "Crane on" p.b. (green) –. (4) "Crane on" lamp (green.) (5) "Crane off" p.b. (red) - main contactor is "off." (6) Fault indicating lamp (red.) Flashes during a warning delay (e.g., motor over temperature) and lights constantly when one of the drives is stopped. (7) Fault reset p.b. (black.) (8) Photocell bypass switch. (9) Maintenance key switch. When activated, all operations of the crane are performed at slow speed only (50% [adjustable] of nominal value). Final/end of motions and slack rope signals are bridged. (10) Bypass of emergency limit switches – a key operated spring return switch. When activated it enables to release the crane out of emergency condition back to normal operation. (11) Overload indicating lamp (red.) (12) PLC power supply fault indicating lamp (red.)
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Section B – Technical Specifications (13) Wind speed indicator, indicating lights and alarm. (14) Lamp and buzzer test p.b. (15) Emergency operation drives (without PLC). (16) UPS / control voltage fault lamp (red.) (17) Buzzer. 4.9.7
Priority switches
Priority switches are installed in each control stands. When activated the relevant stand is given priority over the other stands, which are disabled. When one of the stations has priority, no other station can take priority. All the switches are key-operated by a single master key.
4.9.8
Emergency stop push buttons
Emergency stop push buttons will be installed on every control station on the crane. In addition, emergency stop push buttons shall be installed in the following locations (minimum requirement): 4.9.9
Four (4) push buttons located at quay level on the inside of each leg. One (1) at the entrance to the machinery room. Two (2) at the Trolley moving platform (near motors). Two on the boom. Signs to read "emergency stop" (in Hebrew) shall be installed at the location of the E-stop buttons. Each emergency push button shall be connected separately to the E-room and shall be monitored separately. Reset of the E-stop will be possible only from the relevant control station or from E-room. An indication lamp (red) shall be provided in the operator control console to point that an emergency stop button has been activated.
Anemometer
A digital anemometer, device and alarm system using the crane PLC will be provided on the crane. The system will include:
Wind speed indicators and indicating lights in the operator's cab and in the E-room. Buzzer in the operator cab and at the checker cabin (quay level).
The indicator scale shall be in knots and shall be color divided to three zones:
Green Yellow Red
Functions:
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Section B – Technical Specifications Channel set points will be adjustable for field setting at any desired wind velocity.
30 knots and above – A warning light and buzzer will sound, for warning only, in the operator cab (and E-room.) 39 knots and above – A second light, a different sound buzzer, shall be activated. The buzzer sound shall be high enough to be heard at the checker cabin (quay level). The crane shall not be stopped automatically.
4.10 Overload and slack rope protection 4.10.1
General
4.10.2
Overload
4.10.3
A digital load measuring system (LMS) shall be installed to provide overload and slack rope protection, in all modes of operation. The LMS system shall meet the safety standards IEC 61508 and IEC 61511. The system will measure the load of the hoist drives – individual and summed as practical. The system shall be fully controlled by the PLC of the crane and fully monitored by the CMS. The weight of the head-block and of the spreader (tare load) shall be adjustable to zero by the tare load suppression system. The potentiometer located in the front panel in the operator cabin shall be used for the zero setting (see 4.9.2.3.) The weight indicator will be with the overload zone marked red.
The overload protection system will be set to operate under overload conditions of minimum 110%. Further hoisting will be mechanically blocked and the fault indication lamp and overload lamp will light. Lowering will be possible. The system shall allow operation with eccentric loads as specified in para. 1.2. In heavy lift operation, the overload system will protect the crane also from over moment. Trolley travel forward will be stopped electrically when reaching the Load vs. Reach curve. The contractor shall present the method of overload measuring and overload switching values (individual and summed) for all working modes.
Slack rope (minimum load)
The same or additional load measuring system shall provide the slack rope protection. The hoist drive must be pre-loaded by a minimum load of approx. 4000kg to enable full hoisting action. To be finally set during the Acceptance Tests.
If the hanging load is less than the preset minimum load, lowering is blocked, and the slack rope indication lamp will light. In this condition raising speed is limited to low speed (adjustable) until minimum load is reached. The minimum load set value (slack rope) will be interlocked with the spreader twist lock on / off operation. A command to close or open the twist lock, initiated by the operator, will be blocked and cancelled if the crane is not in a slack condition.
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Section B – Technical Specifications
A special override switch will be provided in the E-room to enable further lowering in a slack rope situation for maintenance tasks such as spreader, headblock or ropes replacement.
4.11 Anti-collision system
An anti-collision system shall be provided, on each side of the crane – left, right, to prevent collision between two adjacent cranes moving one towards the other. The system will be designed in such a way, that it will sense the movement of one crane towards the other and will reduce the speed electrically, and stop the crane, before the buffers come into contact with the other crane. Overriding switch will be provided to enable further traveling at slow speed, till buffers are in contact. The contractor shall supply, install and connect the necessary reflectors or other devices on adjacent cranes – both sides as applicable.
4.12 Intercom system An intercom system, with telephone stations shall be installed in the following stations:
Operator cab. Machinery rooms (close to each hoist system). Electrical rooms. Controller cab. Outdoor stations shall have housing from reinforced plastic with a sealed door with IP54 protection. The stations in the operator's cab and controller's cab will be housed in stainless steel housing as anti-theft protection. Additionally, 3 parallel intercom sockets will be provided in the electrical room.
4.13 Communication and public address system (CPA) 4.13.1
General
Two (2) combined communication and public address systems (CPA) are required: (1) 1 for the operator's cab. (2) 1 for the controller's cab.
The communication system - shall be based on "Motorola" equipment. The contractor will perform all preparations (including power supply) required for the installation of such equipment which shall be approved by APC during the design review. APC will supply and install the "MOTOROLA TETRA" unit.
The public address system- to be submitted to APC approval. The system and its installation are subject to the approval of the APC within the design review. The system shall be installed according to the high standards of professional audio equipment. The system shall be protected against vibrations, RFI and EMI.
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Section B – Technical Specifications
Each system shall include:
Mobile radio model MTM800 Enhanced for compact installation–Dash’ mounted made by MOTOROLA Interface box for public address system Public address system, more than 100 watt horn and speaker. External power supply. Gooseneck microphone (operator's cab and controller's cab).
4.13.2
The level of the public address system shall be SPL 93 dB, in the area of 40 meter radius from it.
4.13.3
Operation of the amplifier shall be by an ON/OFF switch. A green indication light shall indicate that the system is "ON."
4.13.4
The loudspeakers of the public address system shall be installed under the operator's cab in a place that will be heard at quay level and on the ship and an additional loudspeaker shall be installed in the operator's cab for monitoring so the operator will hear the output of the system.
4.13.5
The loudspeaker of the system for the controller cab shall be mounted on the cab.
4.13.6
Radio activated Emergency signaling device in Drivers cabin:
The Contractor shall design a separated cubicle IP 54 for the installation of special emergency signaling device which shall be installed by APC. The cubicle dimension shall be 300x600x450. A signaling lamp and alarm device shall be installed on the operator cabin inside roof.
4.14 Fire detection and extinguishing system (FFS) 4.14.1
General According to Israel's safety regulations, crane electrical rooms must be equipped with automatic fire detection and extinguishing system. The system will be supplied from an approved APC supplier (as detailed in Section 12.3 below) and will include (but not be limited to):
Detectors – each with indicating lamp, control panels, alarm horns, external flashing lamps, extinguishing gas cylinders, manual switch for fire extinguishing, pressure switches, electrical / mechanical installations, manual actuators, etc. The detection system shall be designed according to NFPA 12E. The whole fire extinguishing system should be designed according to NFPA 12A. All the alarm devices shall operate on a DC supply with a back-up battery. All alarm devices will be addressable.
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Section B – Technical Specifications
4.14.2
Detecting zones
There will be separate zones (min. 4) at the following locations: 4.14.3
Environmental conditions
4.14.4
HV switchgear room. HV transformer room. E-room cubicle (2 zones for each open space cubicle wider than 100 cm. for cross-zone operation.) E-room space (ceiling detectors.)
The FFS shall be suitable for the special working conditions on cranes with high electromagnetic induction, harmonic distortions, and spikes. Dust and high humidity must be considered as part of the special conditions.
FFS in HV room The system for the HV room will be for fire detection only. It shall consist of, but not be limited to, the following:
4.14.5
One detector for high voltage room in the HV switchgear compartment. An indication lamp for the detector located outside at the entrance to the HV room.
FFS in E-Room
The system installed in the E-room (low voltage) shall consist of, but not be limited to, the following: 4.14.6
Detector in each cubicle. Detectors for the electrical room space (minimum 2 units.) Gas nozzles in each cubicle. Indicating lamp for each detector located at a visible point. Indicating lamp for the room space shall be installed outside, at the main entrance to the LV room. Gas cylinder (may be located outside the room) Main control panel in the E-room.
Alarm panel – operator's cab An alarm panel shall be installed in the operator's cab and shall include at least the following:
Indicating lamps for fire detection, one for each detection location.
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Section B – Technical Specifications
4.14.7
Indicating lamp for fault in the firefighting system (yellow.) Buzzer and buzzer silencer push button (black.) Lamps and buzzer test push button (black.)
Alarm signals
In the operator's cab, on the fire alarm panel, an audible alarm will sound and a red indicating lamp will light. Audible alarm can be silenced with a push button. Horn silencing and the turning off of the red flashlight can only be done from the activated fire control panel.
4.14.7.1 In case of fire detection alarm signals will be as follows: External horn will sound (horn sound will be 120 dB(A) at 3 meters distance) External red flashlight, on high point on the crane (visible from 300 meters in daytime) will flash. Signals from the fire alarm panel to the PLC / CMS:
Fault/trouble. Fire detection – general fire signal. Fire in HV switchgear room. Fire in transformer room. Fire in E-room space. Fire in e-room LV cubicles. Pressure fault (from pressure switches.)
4.14.7.2 Cancelled
4.14.8
Fire extinguishing
In case of fire detection from more than one detector, in LV cubicles (cross zone detection) the fire extinguishing system will be activated and extinguishing gas will totally flood the volume of all the cubicles in less than 9 sec. the volume under the floor (for cables) should be taken into consideration when calculating the necessary gas volume. Extinguishing gas type should be environment friendly (FM 200) A manually operated switch for fire extinguishing shall be located outside the main entrance to the E-room. The switch should be suitable for outdoor installations. A special indicating lamp shall be installed at the fire control panel in the E-room and at the annual switch, to indicate that the extinguishing system has been activated. Computerized gas flow calculations should be submitted for the APC approval during the design review.
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Section B – Technical Specifications 4.14.9
Power supply tripping
4.14.9.1 All power tripping will be performed and monitored by the PLC/CMS system on the crane.
4.14.9.2 In case of fire extinguishing on the crane:
The crane shall be stopped by electrical braking. After a time delay, the LV main C.B. will be tripped. After a second time delay, the HV circuit breaker will also be tripped.
4.14.9.3 In case of fire detection in the HV switchgear or transformer rooms (cross zone operation.):
The crane shall be stopped by electrical braking. After a time delay, the LV main C.B. will be tripped. After a second time delay, the HV circuit breaker will be tripped too.
4.14.9.4 Backup battery The control panels shall include battery and battery charger adequate for system operation without mains supply for 48 hours. In case of fire detection, after 48 hours and mains failure, all operations and signals of the system, including horn and flashlights will continue to operate for at least 30 minutes. The charger will be suitable for charging totally empty batteries. 4.14.10 Fire detectors Fire detectors should be ionization or photo electric smoke detectors with features:
LED alarm indicator activated when the detector detects fire. Dual chamber design. Totally shielded encapsulated electronics. Adjustable sensitivity.
4.15 Lighting systems General illumination requirements: Access way and operating floodlights to use LED technology and include LED and control gear with a minimum operating life of 50,000 operating hours, verified and independently tested to LM79, LM80, and TM21 data, which should be made available. The fixture should be certified by independent certified testing authorities to be electrically safe (i.e. UL1598A, CSA C22.2, 250.0)
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Section B – Technical Specifications and be CE approved. Fixtures shall meet IEC 60598-1, 60598-2, 61546, 62031, 62471, 62262 in grade IK-08 and EN55015. Testing authority shall be an approved laboratory CB ISO 17025. Fixtures should be built to handle shock and vibration consistent with mobile container handling equipment without the need for vibration dampening material. All fixtures shall be supplied with a repair parts list, be supported locally and maintain a minimum of an IP66 rating verified by a third party. The light source should have a minimum Color Rendering Index (CRI) of 75. Floodlight Correlated Color Temperature (CCT) shall between 3700 and 4200K and interior and accessway fixtures between 5000-5000K. Floodlights should be of modular design have 10° lockable aiming capability, and be modular in design to allow for simple repair and flexibility in fixture performance. Modules shall incorporate cooling design and elements to dissipate water and heat. Lenses shall be protected with a separate UV resistant, polycarbonate impact cover, be interchangeable, gasketed and replaceable from the front of the fixture. LED junction temperature data shall be provided upon request and floodlights shall include a minimum of 20KA surge protection. The control gear should be 120-277V, fully potted, have a power factor of >.92 (at 230V) and offer over-voltage, over-temperature, over current and short circuit protection. Fixtures shall have harmonic interference THD no greater than 20%. Control gear shall be protected from the environment with additional secondary vented cover to prevent direct UV exposure. Fixtures shall be outdoor marine-grade with low copper content aluminum, stainless steel fasteners, and safety cables on fixtures over 150W, and have a minimum ambient operating temperature of -20°C to +50°C. Floodlight LED fixtures shall have optical lenses with minimum 15° beam angle mechanically fastened to the LED module. LED circuit boards shall be sealed against moisture.
The illumination systems shall be designed to provide sufficient illumination to all operation areas of the crane including spreader travel paths, trolley, boom and legs. All Floodlights shall be provided with external safety chains securing the floodlight fixture to the crane structure. Location of the floodlight shall be symmetrical and shall assure uniformity of the illumination. For maintenance purposes, all fixtures shall be repairable and accessible from walkways or access platforms. All supplied fixtures shall have a 5 year manufacturer warranty. Lighting supplier shall have local support, trained on fixture repair and holding inventory to support the warranty. All external lighting shall be controlled by a photocell. The photocell shall be equipped with a sensitivity adjustment control. Photocell bypass (provided in the E-room) shall enable turning on all external lighting under any condition. The photocell shall not be affected from the Quay area lighting.
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Section B – Technical Specifications In addition to photocell there shall be a possibility to use time based function to control the light switching. The time base shall be freely defined by the electrician and shall be based on the HH:MM:SS PLC clock which shall be synchronized automatically by the port network time server. 4.15.1
Stairs and walkways: A system of outdoor lighting shall be provided. The lighting fixtures maintenance free LED aluminum enclosure or stainless steel grade 316 with minimal IK rating of IK08 corresponding to IEC62262 and minimal ingress protection to IP66. Fixtures shall include integrated aluminum heat sink and white powder coat, suitable to work in sea shore ambiance, UV radiation and vibration resistant and suitable for marine application. LED fixtures shall be properly placed to illuminate stairways, platforms and walkways on the crane, Phoenix Cube Series or approved equivalent. Fixtures shall be designed with angled LED boards and a diffuse polycarbonate lens to minimize light pollution and direct light toward the walkway. Illumination levels shall be a minimum maintained average of 30lux on all stairways, platforms and walkways. Spacing between fixtures shall be no greater than 4m. The system shall provide an average of 30 LUX of illumination on all ladders, stairs, walkways, near the floodlight fixtures and junction boxes (outside and inside.) Lighting shall be controlled from a multi-circuit panel-board in the E-room. As required, two-way and three-way switches shall be installed on the ladders, stairs and walkways to conveniently control this lighting system. Near the entrance to M-rooms, E-room, Elevator stations, checker's cabin, drivers cabin the fixture shall provide an average of 100LUX illumination. The illumination along the path from the elevator station to the driver's cabin shall be not less than 100 lux in any point of the walkways.
4.15.2
Machinery room and E-room: Modular linear LED fixtures shall be used to illuminate the electrical room and machinery house, Phoenix LFSBLED Series or approved equivalent. Maintained average illumination levels shall be 300lux within the electrical room and machinery house measured at the floor level. Fixtures shall include replaceable diffuse lens or cover to provide maximum illumination and optics designed to minimize shadows from equipment. Fixtures shall include an integrated heat sink. Linear LED fixtures shall be provided with emergency battery backup if requested. Local switching will be provided at the access doors.
4.15.3
Operator and controller cabs: The lighting level in the operator’s cabin shall be adjustable by the operator from 30-100%. Maintained average illumination level shall be 300lux.
4.15.4
Inside structural elements:
Sufficient fluorescent lighting with an average of 30 LUX of illumination shall be provided to ensure safe passage through the structure elements (legs, girders, etc.)
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Section B – Technical Specifications 4.15.5
Floodlighting – work areas
4.15.5.1 The STS floodlighting system shall consist of modular LED floodlights mounted to the main girder sections, trolley, gantry top frame, gantry side girders and cabin, Phoenix EcoMod Series or approved equivalent. Illumination levels shall be calculated with an illumination loss factor of 0.85 and without trolley floodlights illuminated and shall be independent to quay lampposts and moonlight. Illumination level shall not exceed a 3:1 ratio within 3m radius and illumination levels shall be: The system will provide a minimum illumination at 150 lux (maintained) between the crane legs. Wharf working area under crane +/- 20m of centerline– 70 lux minimum. Vessel deck area under crane +/- 8m of centerline – 70 lux minimum. Additional illumination/lights shall be provided upon APC request.
Switching on/off of the floodlight will be fully controlled from the operator's and controller's cabs. Switching on of floodlights shall depend also on "crane on" function.
The floodlights installed underneath the W.S. boom shall turn on/off automatically in accordance with the boom position.
All flood lights shall turn off automatically, during non-operation period, after an adjustable time delay, between 0-1 hours, from "crane off."
4.15.5.2 The following additional floodlight arrangement is required. The contractor may propose alternative arrangement during the detailed design.
Four (4) additional floodlights 055W shall be installed at the operator's cab to light the area directly below the trolley. Four (4) 300W LED fixtures with 50° beam angle shall be installed on the sides of the gantry top frame to light the quay on both sides of the crane. These floodlights shall be used also as guard lights (see below.) Four (4) 300W LED fixtures with 50° beam angle shall be mounted to each portal beam to illuminate the working truck lanes. Portal beam fixtures shall be chosen and aimed to minimize glare to operators at wharf level. Two (2) 300W LED fixtures with 50° beam angle shall be mounted to crane legs to illuminate the wharf under the backreach. Gantry rails and maintenance platforms shall be illuminated with minimum of one LED floodlight located on each leg and pointing in direction of travel. Maximum wattage of gantry and maintenance platforms lighting shall be 150W.
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Section B – Technical Specifications The Contractor shall provide a computer generated light study for each system, demonstrating that the luminaires and locations proposed satisfy the lighting level requirements defined in this section. Fixture design and lighting calculation shall limit light pollution. Each lighting study shall be subject to the Owner’s approval. 4.15.5.3 Guard lights The four floodlights mentioned in para. 4.15.5.2 (Gantry top frame) shall serve to light the quay, when the crane in out of operation. These floodlights shall be controlled as follows:
Together with all other floodlights. Automatically by the photocell. Special selection switches in the E-room.
4.15.5.4 Obstruction lights
The crane shall be equipped with two obstruction lights units with red lenses, of type and configuration as required by the FAA advisory circular AX 70/7460-1c. One unit will be mounted on top of the water side pylon (highest point during operating) and the other unit on the end of the W.S. boom (highest point when boom is raised.) Switching between the units shall be controlled automatically by the W.S. boom condition. The units shall be supplied with a maintenance free battery charger equipped with a photoelectric switch for automatic control based on ambient light level. The battery shall be supervised for low voltage (warning to the operator.) The charger shall be supervised for non-charging condition. Backup time of the battery will be 6 hours. During manual operation only one bulb, of the 2 included in the units, will illuminate. When it is burnt, the other bulb will illuminate and an indication is given in the E-room.
4.15.5.5 Emergency lighting Fixed fixtures especially designed for emergency lighting shall be provided in the E-room, cabs, M-room and along walkways, stairs, platforms, etc. The fixture shall have electrical supply from the UPS system. For mechanical requirements – see 4.15.1
4.15.5.6 Emergency illumination levels:
Outdoors and inside structural elements (4.15.3 and 4.15.5) Indoors (rooms, cabs, etc.) - 20 lux.
- 10 lux.
4.15.5.7 Emergency lighting circuits shall be controlled by separate contactor /circuit breakers in the E-room.
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Section B – Technical Specifications 4.15.5.8 Conditions to be met for turning on the emergency lights:
Photocell signal (for external fixtures only) and regular light turn on. Power failure (black out.)
4.15.5.9 Conditions to be met for turning off the emergency lights:
Photocell signal (for external fixtures only) or Power return to the crane or Elapsed time of 30 minutes since the regular lights was turned on.
4.16 Receptacles, switches, etc. 4.16.1
Switches, receptacles, and cord connectors shall be CEE standard with switches being rated 25 Amps at 230 volts and receptacles rated 10 Amps and 32 Amps at 230 volts. Outdoor switches and receptacles shall be IP54 protected, in rubber, UV resistant enclosures with switches having external operators and receptacles having screw caps and gaskets. Receptacles shall be of the straight blade three-wire or five-wire grounding type suitable for operation of conventional hand tools.
16A receptacles will be 230V 1 phase 3 wires. 32A receptacles will be 400V 3 phase 5 wires. Type and model, to be approved by the APC during the design review.
4.16.2
Receptacles shall be provided but not limited to as follows:
4.16.3
At quay level on each side of the crane facing the work area – 16A + 32A (on each side.) In each of the machinery rooms – 16A + 32A + Israeli standard 16A X 3. In the E-room and HV room – 16A + Israeli standard 16A X 3 – in each room and 32A outside the room. At the top of the W.S. pylon – 16A + 32A. At the boom level, at the waterside and landside ends, at the middle of the boom and inside the boom, near the terminal boxes: each location – 16A + 32A. In the operator's cab, Israeli standard 2-16Ax3 in addition to those required for heating, air conditioning and communications. In the controller's cab, Israeli standard 2-16Ax3 in addition to those required for heating, air conditioning and communications.
Welding earthing points
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Section B – Technical Specifications 4.16.3.1 In order to enable comfortable and safe earthing connection points for welding, an earthing wire shall be installed along the crane from quay level up to the boom level and along the boom, with connection points for earthing welding cable lugs at all places, where the 32A receptacles are installed. A suitable sign will be installed near each connection point.
4.17 UPS system 4.17.1
U.P.S. systems (separate systems for emergency floodlight and for control) shall be installed in the Eroom, in order to protect the control devices from damage by power quality problems and to avoid the need for synchronization and loss of crane operational data (TOS), which may occur as a result of a power failure. The U.P.S. shall feed all the devices and systems, which need continuous and stable uninterrupted power supply. The following users and systems are the minimum requirement:
Crane PLC data will have separate U.P.S. CMS system (see 4.6.7.) TOS PC in the operator's and controller's cabs. FFS for stabilizing the power supply to the system (see 4.14.) Emergency lighting (see para. 4.15.8) OCR, TPS, Camera's systems
4.17.2
The U.P.S. output voltage shall be 230v 50Hz (with THD < 2.5% normal load and THD < 5% nonlinear load). The U.P.S. shall include a static bypass and shall be an on-line type. The clock on the monitoring system shall be backed up by the U.P.S.
4.17.3
A manual bypass switch shall be installed in the L.V. switchboard to allow operation of the crane in case of U.P.S. malfunction. Operation of the crane shall be possible when the U.P.S. is bypassed or is out of service.
4.17.4
There will be a special input to the PLC indicating normal power feeding by the mains or a power failure condition.
4.17.5
The U.P.S. shall shut itself down automatically when the battery voltage falls below minimum for recharge without external aid.
4.17.6
The switching of the load to the bypass by the static switch and the re-switching to the inverter shall be automatic depending on the conditions and without interrupting the load.
4.17.7
The U.P.S. shall incorporate, but will not be limited to, the following controls and indications:
On/off switch with indicating lamp. Audible alarm with silencer.
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Section B – Technical Specifications
Audible alarm silence push button. Mains failure indication (red.) Synchronization between the inverter and the mains indication (green.) Inverter failure indication (red.) High load on inverter indication (green.) Load on bypass static switch indication (red.) U.P.S. "on" indication (green.) Input circuit. Rectifier fuse and inverter fuse for high-speed protection. Load on battery indication (yellow.) Battery low voltage indication (red.)
4.17.8
Back up time of the battery shall be minimum 120 minutes with 100% load. Switching off of the battery during any operational mode shall be impossible. The battery shall be a high quality, explosion proof, heavy duty, industrial, dry, sealed type, without any gas emission, no memory effect, maintenance free, CE certified, suitable for this application and environmental condition. Life expectancy of the battery should be at least 5 years.
4.17.9
A red lamp "UPS/control voltage fault" shall be installed in the control panel in the E-room, to detect UPS fault. The fault and indication of the UPS shall be monitored by the CMS.
4.17.10 The U.P.S. supplier shall have an authorized agent in Israel capable of giving all the necessary services needed for complete maintenance of the system. The U.P.S. may be a standard one modified to suit the special operational conditions on the crane.
4.18 Data transfer system (DTS) 4.18.1
A complete Data Transfer System (DTS) shall be installed on the crane, using grid of fiber-optic cables placed throughout the crane. The system shall be able to transfer all the operational data – TOS (Terminal Operation System) and crane PLC +CMS data. Separate data nets shall be used for each of the TOS and for the PLC+CMS.
4.18.2
Fiber-optic to copper converters, with standard connection ports for PC shall be installed in the following locations: E-room (in each separate compartment,) M-rooms, operator cab and controller cab. Each converter shall terminate with 4 ports "socket," type RJ-45, Stewart or equivalent (screened, supporting 8 cores connection, complying with category 7 – class F).
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Section B – Technical Specifications 4.18.3
The transfer of the data to a Shore Maintenance Station shall be via the fiber-optic cores integrated in the HV supply trailing cable. It will be possible to view, control and interact with the data from each of the end points on the crane as well as from the shore maintenance station in a similar way utilized at the CMS station in the E-room. See also para. 5.10.6 – provision for TOS system.
4.19 OCR and Damage Inspection system An OCR system shall be installed to automatically read, recognize and record the ID and markings of a container each time is handled by the crane. The system detects a twist lock change from the crane PLC. When the twist lock status has been change from open to close the OCR system will start monitoring the hoist and trolley position. The camera system shall initiate and capture images of the containers in the quay side. The system shall simultaneously capture images of the ID numbers on the container sides for redundancy to insure highly accurate and reliable recognition results. As soon as the container has been unlocked the system shall analyze the data and extract the information to the OCR server. The system shall be able to handle various of standard sized containers (20,40, twin lifting 2x20" at once). The system shall handle all various truck lanes under the crane and not limited to special truck lanes. The system shall capture the images of the container while crane is loading and unloading the container to a ship without holding the load for processing. The system shall contain minimal equipment with high performance for minimum maintenance. System shall work without special illumination fixtures. 4.19.1
Integration of crane OCR server with TOS data-base and vessel manifest: The OCR system shall communicate with the TOS server in order to receive the Vessel manifest or specific crane operations plan and shall cross validate OCR data with the manifest. For each container ID the system shall search and compare the data with the TOS data. The system shall inform to the exception handler in the case an ID has not being found on the manifest. ISO code shall also be compared with the manifest. Notwithstanding the above the OCR system shall be able to operate without any data from TOS system. The existence of cross-reference or not shall be notified on the recorded data. The coordination between TOS and OCR system and the implementation of the described integration shall be in the responsibility of the contractor.
4.19.2
OCR shall provide the following outputs: The OCR processor shall provide graphical user interface for monitoring the output values. The processor shall be remote accessed by the landside Ethernet connection. In addition to the monitoring software the system shall store the recorded values in data storage server in the IT data center.
Each container shall have the following outputs: (1) Container position: Crane number, lane id, position of container in case of twin lift (East, West), position of container pick or place in the vessel by means of trolley position and hoist position. (2) Yard tractor ID: The system will provide the ID of the Yard tractors by reading the number from the Roof of the Tractor.
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Section B – Technical Specifications (3) Container number & ISO code: the system will provide the container ID numbers and ISO codes. In case number is obscure a message "Failed read" shall be recorded in the system. (4) IMO label and classification: (5) The system shall automatically detect if hazardous labels are on the container and which hazardous class applied. The system will output the values and cut image of the label itself. (6) Door direction (7) Seal image and seal presence detection: the system shall detect and determine the presence of the seal on the right door of the container. The system output shall contain seal area image, seal indicator and detection confidence level. (8) Container image: the system will output the best image which the number of the container was recognized. Damage images: The system output shall contain images of four sides of the container. In case of twin lift the image of sides between the containers will be missed. Images resolution will be min. 1 megapixel per image. The images shall be kept on the system for minimum period of 30 days and shall allow to easily copying the requested images from the landside. 4.19.3
Accuracy rates requirement of the OCR system while TOS manifest data is not included:
Container ID ISO code IMO Label classification Seal presence Yard Tractor ID
>95% >95% >85% >75% >95%
The above indicated accuracy rates shall be achieved by the OCR system while TOS manifest data is not included. The OCR rates shall be tested without TOS manifest during Normal operation test procedure 1200 cycles – see para. 11.6 4.19.4 OCR Processor: Each crane shall have an OCR processing unit installed in the E-room. The processing unit shall be from the latest design. The power for the OCR system shall be supplied from the UPS system. 4.19.5 OCR Network: The OCR system on the crane shall be connected to the Port network through the data transfer system of the crane on a separate network port. The connection of the OCR system to the landside shall be monitored. In the case the system has been disconnected an alarm on the server shall alert the officer of this event. 4.19.6 OCR cameras and installation: OCR cameras shall be Color HD cameras with PTZ control over IP. Cameras shall be outdoor type suitable for marine and harsh environment with shock and vibrant resistance Cabling from cameras shall be based on heavily shielded outdoor UTP cables and UV resistant. Plugs shall be IP69K waterproof resistant and shall withstand high pressure cleaning. Cable shall be high grade heavily shielded outdoor UTP/PUR jacket withstands IP69K and protected against mechanical influences (abrasion, cuts, tight tie wraps). Connectors shall have gold plated contacts to protect from corrosion. Camera shall be overall shielded on cable and camera plugs to harshest EMC environments. Equipment shall be suitable for working at temperature range of -20 ˚..+85˚. There shall be an indication led on the camera to monitor the existence of power. Cabling conduits for the OCR components shall be according to para. 4.4.12
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Section B – Technical Specifications In the case of insufficient illumination the fixture shall comply with request on para. 4.15 The installation and location of the cameras must take into account accessibility for maintenance, cleaning and repair. The Design and installation of the system shall be made by the OCR OEM manufacturer service. The design shall be submitted to APC for approval during design review. 4.19.7 OCR landside server: OCR server shall be located in the port IT department on a temperature controlled environment. The contractor shall submit the full installation software package and instruction for installing the server on a virtual VMWARE server station. The server shall provide exception handling and review capabilities. The following functionality shall be provided:
Interact and consolidate the data from multiple Crane OCR systems. Integrate with the TOS system Provide Archive for all OCR events and damage images. The system will allow the user to search certain data by the following criteria and not limited to: (1) Search by Container ID (2) Search by EventID (3) Search by CraneID (4) Search by specific Time range
Server maintenance: The server shall manage user accounts and allow only the administrator to maintain the server archive and clean up mechanism. The capacity of storage and back up of images and event shall be for minimum of 30 days. 4.19.8 Web clients: The system shall come with web client user interface for easy access to the OCR data. The minimum access of clients simultaneously per each station shall be 3 clients per server. 4.19.9 Crane PLC interface: The OCR system shall be interfacing directly with the crane PLC in order to capture the requested data. An event on the CMS shall be triggered to monitor the active connection to the OCR processor.
4.20 TPS – Truck positioning system (Signaling system for Yard Tractors): The crane shall be equipped with light signaling system for yard tractors 4.20.1 System description The system indicates the correct stop position of trucks for loading/unloading automatically without interaction of a signal man. The system could be used for (i) front 20' (ii) back 20' (iii) 40' containers and (iv) 2X20' containers on the truck. The system shall scan the working lanes and shall be able to simultaneously positioning of 2 Vehicles in two independed lanes. The system shall be parameterize to all types of yard tractors existing in the port (min. 5 types of terminal tractors and 5 types of terminal trailers) and not limited to one direction of driving (system shall detect Yard tractors from both sides of the crane). Accuracy Rate: ±5cm
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Section B – Technical Specifications The systems shall use 3D laser scanners with the following specification: Degree of protection according to EN60529 – min. IP67 Automatic calibration capabilities. Operating temperature: -20..+50 °C Laser/Class according to EN60825-1 and 21CFR1040.10: Class 1 (Safe for the eyes) Indication for the truck driver will be realized by using signaling outdoor LED Trafic lights mounted on the each crane corner in a good visible range on both sides of the crane (total of 4 traffic LED signaling units). The system shall use Traffic lights with the following specification: Led colours: RED, Yellow, Green LED fixture diameter: 200mm Traffic light dimension: min. height 798mm, min. width: 266mm Degree of protection according to EN60529 – min. IP55 for housing, IP65 for LED fixture. Resistant to impacts according to EN60598 – IR3. Background screen for contrast : Black The traffic lights shall have top covers to prevent penetration of sunlight rays and shall be fixed using stainless steel bracket and fastened with chains to prevent falling down to the lane. Function description: for the indication of the correct position the traffic lights mounted on the boogies are used. The lamps will light up when the System controller detect the truck on the lanes.The tractor driver drives to the position and if the green light is lighting the tractor is in the correct position for getting/sending the container. In case he drives to far or to narrow, the yellow/red lights shine.The contractor shall provide full data with regard to the equipment. The system shall be installed on the gantry – sill beams and side girders. It shall be operational and clearly visible under all weather and working conditions. The TPS system controller shall be installed in the E-room. The contractor shall design the appropriate maintenance access to the system components. All details and dimensions will be given during design review. The system will be submitted to APC for approval. 4.20.2 The system shall provide the following information to the crane PLC: (1) Lane selection: the TPS system shall detect the lane where the truck is positioning and shall send the data to the crane so in semi-automatic operation the trolley will stop in the exact lane. (2) Skew alignment: should a vehicle come in an angle, the information is sent to the skew control system which sets the angle of the spreader automatically to align with the vehicle. (3) Logic indication for Truck in position: the indication will alert the crane driver if truck is in position for loading/unloading a container. (4) Container Size and type: the system shall send details of size and type of containers, for example but not limited to: 2x20" or 1x40" in case of loading to vessel.
4.21 Crane to Ship Anti Collision System (Boom Collision Avoidance System): The Crane shall be fitted with a Boom Collision Avoidance System to minimize the risk of the boom coming into contact with any obstruction, ship structure or radar mast, during gantry travel.
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Section B – Technical Specifications The system shall be based on a High frequency radar system with proven good experience in this type of protection system or equivalent system to be approved by APC. 4.21.1 System description The system shall detect any hazards obstacles in the path of moving crane boom. It shall scan the range near the perimeter of the boom on both sides and detect the objects which are at the height of the boom (water side area). The system shall detect if the crane approach the ship too closely or the ship drift towards the crane. The system shall ignore any flying birds or airborne contaminants at the scan range. 4.21.2 Protection Zones There shall provide Three (3) zones of detection for both side (6 signals): The setting of detection zones shall be capable of being adjusted by the APC Maintenance Staff. Warning Zone: getting inside this zone shall activate the cabin buzzer alarm and warning light. Gantry travel is permitted. Slow Down Zone: inside this zone the gantry travel speed is limited to 10% of maximum speed. Cabin buzzer alarm and second warning light shall be activated. Auto-Stop Zone: inside this zone the crane will come to complete stop no less than 20cm from the obstacle. A red light "Boom Collision" shall lit in the cabin. Gantry permitted to opposite direction. Bypass button in cabin shall permit continuous gantry travel toward the obstacle but at creep speed. An event for bypass boom collision shall be recorded in the driver cabin. 4.21.3 System Design The system shall be all weather proof with IP67 protection grade, the operation of the system shall be unaffected by heavy rain, fog, dust or bright sunlight. The transmitted power of the system shall be in the safe level compliant to the safety regulation in these ranges of frequency. In the condition of boom at upper end limit, the system and the system signals shall be disabled. The Contractor shall submit details of the proposed system to be approved by APC at design review. There shall be a safe easy access for maintenance to all parts of the system. The contractor shall submit the design and solution to be approved during design review.
4.22 Automatic slow down control (spreader): Cranes shall have an automatic slow down control at the landside and waterside positions while lowering: Landside position (Truck Lanes): There shall be a software limit switch for reducing hoist speed while lowering the spreader towards the Truck or ground. The control point shall be calculated to achieve soft landing of the container in the track (when spreader is locked with a container) and to achieve soft landing of the spreader to the ground level when spreader is without a container. Water Side position (above vessel bay): There shall be a software limit switch for reducing hoist speed while lowering the spreader towards the containers on the ship. This limit switch shall be achieved by scanning the bay. The PLC shall store the heights of all containers in one bay (top level containers – one 40' bay or left 20' and right 20'). The PLC shall automatically learn the slot positions (bay rows) and the height of the containers in the vessel while the operator is unloading/loading the containers. The slowdown function shall produce a soft landing of the spreader towards the container in the ship (when spreader is unlocked) or if the spreader is locked with a container it will produce a soft landing of the container towards the ship top level.
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Section B – Technical Specifications The layout of the ship containers shall be shown in the CMS system (there shall be a picture of the rows in the ship bay with the height of each container. The distance remaining until touchdown shall be indicated during lowering). There shall be a lamp in the operator cabin indicating that the current slot (varies by the trolley position above the ship) has automatic slow down. The slowdown of the spreader will be automatic unless the operator sets it to manual operation.
4.23 Semi-Automatic Operation: The Crane shall have the option for manually controlled operation and semi-automatic operation. Under the manually controlled operation, all functions on the Crane shall be controlled fully by the operator. Under the semi-automatic operation, the functions shall be aided by the crane PLC. The Semi-automatic operations shall have the following functions but not limited to:
Automatic position on target: movements of the trolley and hoist shall be automatically operated (controlled by the PLC). Target shall be defined automatically via TOS job order see para. 4.25 or via CMS operator panel (the CMS shall provide a screen to the operator to define the method of operation on the ship and on the lane). Automatic trolley movement to truck lane: the PLC shall detect the Yard tractor position and alignment by the truck positioning system, the trolley shall stop precisely above the truck. Automatic Skew Alignment: In case the truck is not straight the spreader will automatically skew to be aligned with the tractor and to provide final positioning on truck with observation of the crane driver. Skew will automatically return to the original position during traveling toward waterside. In automatic mode the crane will automatically lower the spreader at waterside on the vessel approx. 1.5 meter above the target. Automatically lowering at the landside: the lowering will stop 8 meter above truck for safety reasons and will allow lowering the container manually by the operator or automatically final positioning with driver observation button. Lock and unlock of the container will be done manually. The trolley and hoist movement shall be optimized to have the shortest and safe travel of the load. The system shall continuously scan the bay profile and detect if the movement of the hoist and trolley are safe. The system shall stop the movement in case of collision detection in the vessel. The operator shall be able to cancel the automatic operation immediately in any time of operation by moving one of the master controllers. For final positioning on tractor the operator shall have a dead-man button to ensure observation of the automatic operation.
The automatic system shall be easy to operate by the crane driver. The solution shall be presented to APC during design review. 4.23.1 The Semi-automatic load cycle may operate as describe below: Remark: each automatic operation shall be displayed on the driver monitor and confirmed by the crane operator "release" push button.
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Section B – Technical Specifications Loading cycle: #1. The Truck positioning system shall detect the Yard Tractor lane position. #2. The OCR system shall detect yard tractor ID and container details. #3. The container details shall be crossed over with the vessel manifest from TOS. #4. The PLC shall automatically position the container above the yard tractor and automatically align the container in case the tractor is not straight. #5. The lowering shall stop at safe height of 8 meters above yard tractor. #6. The operator shall manually lower the spreader on the container. #7. Once spreader is landed on the container the operator shall manually lock the spreader. And manually hoist the spreader 2 meters above the truck to ensure safe release from truck. #8. In the case of using lashing position the PLC shall position the container automatically 8 meters above the lashing position. The operator than shall lower manually the container and allow attaching the lashing pins on the container. The operator than manually hoist the container 2 meters above lashing point (APC usually not using lashing platform and usually lashing is done on the specific truck lane used by the yard tractor in this case this segment shall be ignored). #9. Target positioning on vessel shall be extracted from the manifest and shall be displayed on the operator monitor – another solution shall be provided in the case that TOS manifest does not exist to enable the operator easily configure the target position by mean of rows on vessel or ordered loading on the vessel (increase or decrease row for each new container or stay on the same row). #10. The operator shall review the automatic command and authorize the operation by a push button. #11. The PLC shall hoist the spreader and move the trolley automatically to the target position on vessel using fast, safe optimal path with the assist of laser profile system and other safety elements if needed. #12. The container shall be final positioned on the vessel by the automatic operation. #13. The operator shall unlock the spreader from the container and manually hoist the spreader to safe height of at least 2 meters. #14. The PLC shall automatically move the spreader back to truck lane after the operator press the release button. #15. Repeat load cycle from segment no. 1 Unloading Cycle: #1. Container position on vessel shall be extracted from the manifest and shall be displayed on the operator monitor – another solution shall be provided in the case that TOS manifest does not exist to enable the operator easily configure the container position by mean of rows on vessel or ordered loading on the vessel (increase or decrease row for each new container or stay on the same row). #2. The operator shall review the automatic command and authorize the operation by a push button. #3. The PLC shall hoist the spreader and move the trolley automatically to the container position on vessel using fast, safe optimal path with the assist of laser profile system. #4. The container shall be final positioned on the vessel by the automatic operation. #5. The operator shall manually lock the spreader on the container and shall manually hoist the spreader to safe height of at least 2 meters. #6. The Truck positioning system shall detect the Yard Tractor lane position. #7. The operator shall review the automatic drive to truck positioning and shall authorize the operation by the release button (in case of lashing on difference place see segment 6 in the loading cycle). #8. The PLC shall automatically position the container above the yard tractor and automatically align the container in case the tractor is not straight. #9. The lowering shall stop at safe height of 8 meters above yard tractor. #10. The OCR system shall detect yard tractor ID and container details and shall cross over the details with the vessel manifest from TOS. #11. The operator shall manually lower the container from the safe height to the yard tractor and manually unlock the spreader while spreader landed.
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Section B – Technical Specifications #12. The operator than shall manually hoist the spreader to at least 2 meters. #13. Repeat unload cycle from segment no. 1.
4.24 Ship profiling System The crane shall have a laser based ship scanning system generating a 3D profile of a bay on the vessel for use in order to provide the optimum safe path for the Semi-Automatic operation. The system shall avoid obstacles over the trolley and hoist movements and guarantee fast and safe operation over the vessel.
4.25 TOS integration for semi-automatic operation The crane automation shall have the option for integrating with TOS system and receive the loading or unloading plan of the vessel. The movement of the semi-automatic operation shall be by the order of the plan received by the TOS. The crane driver shall have a view of the TOS operation in the monitor installed in the driver's cabin and shall confirm the commands for the semi-automatic operation by a push button on the console chair. The coordination between TOS and the automation system and the implementation of the described integration shall be in the responsibility of the contractor and a part of the SOW. The location of monitor and TOS integration protocol to be approved by APC during the design review.
4.26 Full-Automatic Ship to Shore operation The contractor will specify to APC all necessary information for implementing fully automatic operation of the Ship to Shore cranes with remote control assistant. The full automatic operation shall enable to control the crane remotely and without a crane driver on the driver's cabin. The full automatic operation will contain the whole cycle except final landing on yard tractor or other manned vehicle. The crane design including the control systems, automatic systems and cameras shall be to enable the implementation of this feature with minimal requirement of changes in the crane mechanical and electrical design. The implementation of the full-automatic operation is not included in the scope of supply of the STS cranes.
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Section B – Technical Specifications
5. Main Technical and Design Demands 5.1
Main Frame Construction The main frame shall be an all-welded, rigid frame, box girder type construction, utilizing the most modern design techniques to provide an attractive structure with a minimum of maintenance. Back to back angles or channels or lattice members shall be avoided. Closed sections of square structural steel, tubing or steel pipe shall be used wherever possible. The design shall avoid pockets where water may be collected. Bolted special joints or bolted connections of box type or other closed connections where water seepage may occur shall be equipped with steel pipe drains. All extruded box or pipe members shall be sealed to prevent condensation and internal corrosion. All other members shall be sealed as far as practical. Where applicable "submarine" type manholes with gasket covers shall be provided at the ends of the members (beyond the sealed sections), as required for checks and maintenance of the structural joints and electrical connection. In smaller members, gasket inspection openings shall be provided. Field connections shall be made with high-tension bolts. Field welding shall be avoided as far as practical.
5.1.1
Boom Construction
The boom shall be of a single box or double box type construction to provide the greatest strength to weight ratio. Continuous welding of all joints shall provide internal protection from the weather. Inside strengthening members may be with intermittent welds. Lattice boom design is not allowed. The W.S. boom shall be hinged to enable the raising of the boom to a near vertical position, for clearing the ship's superstructure and rigging. The land side section is to be incorporated as a fixed member. A wide flange "T" section will be integrated in the boom cross section to support the loads transmitted to the trolley rails. The trolley rails shall be standard rails or extruded bar as applicable. rails shall be welded. The rails shall incorporate side edges acting as contact running surfaces for the trolley side rollers. The cut in the rails at the boom hinge point will ensure smooth pass and will prevent any hit or jump when the trolley is passing over the hinge point.
Operation: When the W.S. boom is in the lowered position, pin-jointed stays shall support the front end. At the heel, the boom shall sit on special supporting pads to "lock" it rigidly into the L.S. fixed boom and to eliminate vibration and wear on the boom hinges. Alternatively, the hinges may be designed to withstand the loads and stresses occurred during operation. In the raised position, the boom will press against the waterside pylon via a buffer, without latches. Maintenance:
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Section B – Technical Specifications An easy removal for inspection or replacement of the hinges and the bearings shall be possible without removing the W.S. boom. A special manual device shall be provided at the pylon head for mechanically locking the boom in the up position, to be used for maintenance. The device shall be submitted to APC's approval during the design review. 5.1.2
Gantry Inclination
The crane structure will not protrude out of the theoretical line drawn from the quay waterfront up to the boom hinge point. The line will create a backward angle of minimum 5° from the vertical.
5.2
Main Hoist System
5.2.1
Configuration
The system shall consist of two identical drive units. The two drives shall be coupled mechanically. If Trim function is achieved by activating a single drive, an electro-magnetic clutch shall be used between the drives. Each one of the drive units will include:
AC motor. Coupling between motor and gear. Disk brake between motor and gear with thruster. Gear reducer. Drum coupling (Malmadie or equivalent.) Rope drum.
5.2.2
The location of the hoist system will be in a closed machinery room . (For machinery room specification see para 5.8.)
5.2.3
Protection Devices
5.2.3.1
Hoist system limit switches – see para. 4.8.7
5.2.3.2
The hoist system will be provided with a digital overload and slack rope system. The overload system will switch off the hoist drives if the system is overloaded. The system will allow operation with eccentric loads as specified in paragraph 1.2.
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Section B – Technical Specifications 5.2.3.3
Speed measuring and comparing the speeds of the two hoist motors shall be by pulse generators. The drive shall be stopped when a difference is detected.
5.2.3.4
An over speed protection for the hoist mechanism shall be provided. It shall stop the drive whenever the speed exceeds the nominal value by 10%. The over speed shall act for full speed hoisting of SWL, and for full speed hoisting and lowering of the empty spreader.
5.2.3.5
An analog height indicator will be provided. The zero height point will be set to zero (adjustable) with the spreader at quay level.
5.2.4
Trim, List and Skew (TLS) Functions) The Skew and List systems shall not be a part of the Head Block systems and shall be accomplished by electrical motor drives
5.2.4.1
Trim System Trim function shall be provided that will enable the operator to trim the container to +3°. The system will include a special push button to activate automatic zero positioning. As an alternative, the function may be accomplished by using an electro-magnetic coupling and separate operation of one of the two hoist drives.
5.2.4.2
Skew System Skew system shall be provided that will enable the operator to skew the container to +3°. The system will include a special push button to activate automatic zero positioning.
5.2.4.3
List System List system shall be provided that will enable the operator to list the container to +3°. The system will include special push button to activate automatic zero positioning.
5.2.4.4
Combined Operation Combined simultaneous operation of all 3 functions – trim, list and skew, will allow minimum of 9 ° in all possible combinations (Trim + List + Skew = 9°.)
5.2.4.5
Fine Positioning In addition to TLS system the contractor shall provide fine positioning system for moving the spreader forward, backward and sideways without opening the drives brakes. The contractor shall submit the solution for approval during technical design review.
5.2.4.6
Snag System
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Section B – Technical Specifications An efficient energy absorbing Snag load system shall be provided and connected to the hoist reeving system. The Snag system shall detect exceptional tension forces on the wire ropes together with the integral load measuring system (LMS) of the crane. It shall not compensate for rope elongation, which occurs during the time between the switching off of the hoist drive by the LMS and the actual halt. See para. 4.9 for relevant controls. The system shall absorb the energy and shall interrupt the motion of the drives immediately. After a snag event, replacement of parts, manual adjustments or manual charging of an accumulator is not allowed. Hoisting motion shall be inhibited, lowering is allowed for predefined range. The operator shall have a button for reset snag event after ropes in slack condition and shall be able to resume the operation.
5.3
Long Travel System
5.3.1
The crane shall be equipped with double flange wheels mounted in equalized trucks with primary and secondary equalizing beams to ensure that the corner loading is equally distributed to all wheels arranged in a single corner. The equalizers and truck frames shall be of heavy steel plate boxed construction.
5.3.2
The connection of the main equalizer to the structure (sill beam) shall be of eccentric type, thus the truck system may be aligned with respect to the rail and locked in the set position. Alternative alignment means may be adopted.
5.3.3
The wheel truck shall be fitted with drop blocks and rail sweepers and the truck assemblies shall be furnished with buffers arranged to contact quay end stops (furnished by the APC), or adjacent crane buffers.
5.3.4
Truck units shall be arranged to allow removal with minimum elevating the gantry legs. Jacking pads for bearing and wheel replacement shall be provided.
5.3.5
Location of drives shall be according to para. 3.7.
5.3.6
Configuration Each drive system will include:
AC Motor. Double shoe or disk brake between motor and gear with thruster. Flexible couplings. Bevel and spur gear reducers / open gearing as applicable. For maximum protection the drives shall be within the frame of the gantry trucks, as far as practical, and motor should not be mounted on the end truck. The drives should be adequately guarded with a heavy-duty removable steel tube cage.
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Section B – Technical Specifications 5.3.7
The gear reducers will be none self-locking so that in a case of a power failure or a motor failure, the crane may be moved along the quay, after the brakes and the storm brake are manually released. Worn gears are not acceptable.
5.3.8
Wheels will be built with live axles as to accommodate the gear reducers. The wheel bearings will be mounted in split bearing housings. The contractor may propose an alternative design with an easy removal or dismantling of the bogie / wheel.
5.3.9
Stowage Pins
5.3.9.1
Stowage pins shall be provided to hold the crane from moving under storm conditions at maximum specified wind velocity. One pin per rail shall be used.
5.3.9.2
Stowage pins shall be provided with limit switches to prevent starting up the gantry drive system, if the stowage pins are not out of the holding position.
5.3.9.3
Location and dimensions of the storm pins should be in accordance to the date in para. 3.7 and appendix 3
5.3.10
Storm Brakes
A wedge type braking system acting against idle wheels shall be incorporated in the bogies. The brakes system will be designed to ensure that in storm conditions and wet rails, the crane will not slide without the need to insert the storm pins. The system will be interlocked with the gantry drive – the wedges will set down whenever the crane is switched off and will lift automatically when crane is switched on. Limit switches shall be provided to prevent starting of the gantry drive system (to each direction separately), if the storm brakes are not lifted. Storm brakes will be Hillmar thrusters released TWCB or equivalent. 5.3.11
Long Travel Protection Devices An anti-collision system shall be provided to stop the crane when nearing adjacent cranes or the end of the runway (see also paragraphs 4.8.10, 4.8.11, and 4.11.) Interlock shall be provided to prevent long travel if the boom is not in the final lower or final up positions.
5.3.12
Travelling Bells and Flashlights Alarm horn sounder combined with Red Xenon strobe beacon Type e2S-AL105NX or equivalent with maximum output of 103dB at 3 meter (working on 230V 50Hz), shall be installed on each corner of the
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Section B – Technical Specifications crane at ground level. They shall be energized automatically whenever the gantry motors are energized. Each side of the crane (W.S., L.S.) will be fed by a separate circuit breaker. 5.3.13
Gantry Skew Protection The arrangement, electrical connection and the control of the gantry motors / drives or a special control system of these drives will ensure parallel and even travelling. The contractor may propose an active control system to detect skew condition and compensate for out of tolerance situation between W.S. and L.S. (see para. 4.7.3.7)
5.3.14
Quick Disconnection of Gantry Motors Special terminal for quick disconnection of each faulty motor will be furnished in the E-room, so further crane travelling is made possible once the failed motor is disconnected.
5.4
Trolley and the Trolley Drive System The trolley drive shall be direct drive mounted on the trolley (motor driven).
5.4.1
Trolley Drive Configuration
The trolley drive will comprise of two or four separate drive units driving all the trolley wheels. Each unit will consist of: 5.4.2
AC motor. Double shoe brake or disk brake between motor and gear with thruster. Flexible couplings. Cardan shafts (if applicable.) Slip on bevel and spur gear reducers.
Trolley Arrangement
The trolley shall be a rigid frame supporting the machinery platform for the hoist and trolley drives. The trolley frame shall be equipped with drop block and jacking pads. Wheels shall be flangeless. Wheels shall in live axles to accommodate the slip on gear reducers (for direct trolley drive.) The wheel bearings shall be mounted in split bearing housing for easy removal or dismantling of the wheel. The contractor may propose an alternative design. Bearing shall be mounted inside eccentric bushings to enable wheel alignment. The contractor may propose an alternative design. Trolley shall be furnished with sets of horizontal guide rollers (on both girders,) designed to take the horizontal forces, produced during trolley travel. The operator's cab, which is suspended underneath the trolley, connected to the trolley frame. Cab will run on separate sets of wheels to minimize vibration. Maintenance of Hoist and Trolley drives – see para. 5.8.
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Section B – Technical Specifications
5.4.3
Trolley Protection Devices
Trolley system limits switches and control points – see 4.8.8. 5.4.4
Hydraulic buffers shall be provided at the end of the track on both sides and/or on all trolley corners. Trolley buffers shall be calculated to FEM classification. In normal working conditions, the trolley buffers shall not come in contact with the crane structure.
An additional buffer arrangement shall be provided to stop the trolley at the seaside end of the fixed boom when the trolley is in operation and the W.S. boom is raised. A siren used as a warning signal at quay level shall be activated when the trolley is passing the land side sillbeam, moving towards the rear. The design shall permit to operate the fully loaded trolley on the fixed section of the boom when the waterside hinged section is raised. For this operation the slowdown and main switch should perform the same task as at end of the runway. Interlock shall be provided to prevent from raising the W.S. boom if the trolley is not in its parking position on the fixed section of the boom. Interlock shall be provided to prevent trolley travel when the boom is not in one of its final positions.
5.5
Boom Hoist System
5.5.1
Configuration
The boom hoist drive shall be located in a machinery house – boom hoist M-room. The drive will include:
AC Motor. Coupling between motor and gear. Disk brake between motor and gear with thruster. Gear reducers. Drum coupling (Malmadie or equivalent.) Rope drum – single layer rope winding Control for raising and lowering the boom shall be provided at a special control station with maximum view of the boom position and from the operator cabin. An emergency brake (band or disk,) mounted on the outer side of the drum shall be provided. The emergency brake shall be capable acting alone stopping and holding the boom under all working and emergency conditions. The boom hoist rope system shall be dual rope system so that if one rope should fail, the other one can support the boom under all working and emergency conditions. The ropes' ends shall be fixed to an equalizer. Preferred location of the equalizer is on the W.S. boom.
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Section B – Technical Specifications 5.5.2
Stowed position for crane out of operation shall be with the W.S. boom raised. In the raised position the boom will press against a buffer against the waterside pylon.
Protection Devices
Interlocks shall prevent raising the boom, if the trolley is not in its parking position on the fixed boom section. An over speed protection device shall be provided. It shall stop the drive, setting both brakes of the drive, whenever the speed exceeds the nominal value by 10%. The over speed shall act for full speed lowering or raising. The limit switches and control points are described in para. 4.8.9. Another limit switch shall be provided as a backup for the upper end stop. The torque of the motor shall be fully monitored and limited near the raised position to prevent damage to the structure if the upper limits fail to stop the boom. Limit switches shall be provided at the equalizer beam to detect difference in ropes length and rope break. 5.5.3
Auxiliary Boom Hoist Drive
An auxiliary electrical driven device shall be provided between the motor and the gear. The device shall be coupled manually and shall be used in case of motor failure. It will be designed to raise the boom at slow speed. Switch on and operation shall be from the boom hoist control station. The auxiliary drive shall be fully integrated in the crane control, e.g., interlocking, overspeed, trolley position, etc.
5.6
Headblock, Hook Beam and Spreaders
5.6.1
General
5.6.1.1
A headblock assembly shall be provided, complete with necessary mechanical and electrical equipment and controls for the hanging and operation of two kinds of automatic telescopic spreaders. Standard single lift spreader (the existing spreaders in use in the port.) Twin lift spreader.
5.6.1.2
The design of the headblock assembly shall be compatible with the existing telescopic spreaders and the hook beam which are in use by the APC (see section C).
5.6.1.3
The design of the headblock assembly shall be such that not more than 20 minutes will be required for changing spreaders.
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Section B – Technical Specifications 5.6.1.4
It is to be the contractor's responsibility to verify the data with regard to the existing single lift spreaders.
5.6.2
Headblock – Mechanical Design
5.6.2.1
The headblock assembly shall be constructed from a rigid frame with rope sheaves permanently reeved to the hoist system and with robust guards
5.6.2.2
The headblock assembly shall be designed for quick connection to the spreader and using pin type latching devices, equipped with leers and positive locking devices. It shall be designed to withstand the heavy loads, shocks and vibrations.
5.6.2.3
Attachments:
The headblock spreader mechanical connection is given in Section C.
5.6.3
Headblock – Electrical Design
5.6.3.1
Power and control to the spreader shall be supplied from the trolley by means of special spreader cables constituted of the following cables segments (see para. 4.4.8 and Section C):
Fix spreader cable: - from spreader cubicle in the trolley to spreader cable reel. Spreader cable: - from the reel onto the connection box on the headblock. Single lift cable: - connecting the headblock to single lift spreader. Twin lift cable: - connecting the headblock to twin lift spreader.
5.6.3.2
The Spreader cable will be collected and retrieved on a mono-spiral cable reel located in the machinery room on the trolley.
5.6.3.3
Two (2) blind sockets shall be provided on the headblock to connect the single lift / twin lift cables ends when the corresponding spreader is not in use, when using the hook beam or when the spreader is removed. The blind sockets shall furnish the indication which type of spreader is connected to the headblock or if not spreader is hanging below.
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Section B – Technical Specifications 5.6.3.4
Standard types of plugs / receptacles will be used for the connection of the different segments of the cables. (The receptacles and plugs are subject to APC approval during design review.)
5.6.3.5
The following Pyle National parts shall be used for the single lift spreader:
5.6.4
Single lift cable – connection to headblock ZREP-20-350 SN Single lift cable – connection to spreader ZREMLJ-2420-350 SN Blind socket on headblock ZREP-20-350 PN Led lights indicators for twist lock position. Anti-sway system.
Hook Beam
A special hook beam, for general cargo and for heavy load modes of operation shall be supplied with the cranes – one hook beam for two cranes. The beam shall be designed to withstand the loads, the shocks and stresses created during general cargo and heavy load modes of operation. The hook beam shall have a secured swivel hook and shall be with similar latching devices as for headblock – spreader connection. The hook beam shall be equipped with a special stand or legs to facilitate the storage and transportation of the beam as well as connection to the headblock. The hook beams and the stands shall be provided with the suitable identification plates. Painting shall be according to paragraph 9. 5.6.5
Single and twin Lift Telescopic Spreaders (SLS & TL-ATS):
5.6.5.1
Two (2) sets of Twin Lift Automatic Telescopic Spreaders (TL-ATS) shall be provided, delivered, commissioned and tested – Two spreaders for each crane.
General: The Automatic Telescopic Spreader (TL-ATS) is intended for use on STS container Cranes in Separating Twin Lift (TL) operation. The ATS-STS-TL shall be suitable for handling 20`, 40`, 45` ISO standard containers or two 20` containers at once, all with same spreader unit, this is possible as the spreader can move two 20` containers from a spacing of 0 mm to 1600 mm (0` 5`) under full load while suspended under the twistlocks . Two containers can be moved synchronized towards one another and apart from one another. The movements can be done at any time in the crane cycle and are mechanically controlled to be symmetrical. There is no stopping time to change the container spacing. The Supplier shall furnish all appliances and/or accessories that are necessary for the proper performance of the Spreader, whether detailed or not or called for in the specifications, or shown on the Data Sheet.
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Section B – Technical Specifications 5.6.5.1.1
Capacity requirements (SWL):
- 40ton in single mode for handling 20`, 40`, 45` - 65ton 2X32.5t in Twin mode - Eccentric load of 10% in the longitudinal and lateral directions. 5.6.5.1.2
Spreader features: The Spreader shall have the following features: - Extend / retract automatic system to adjust its length to twist locks position correlating to 20` and 40`, 45` ISO containers, for handling 20`, 40`, 45` ISO standard containers or two 20` containers in twin mode. - Automatic twist locks operation for use with ISO standard containers. - Retractable corner guides (flippers). - Automatic Twin Gap position and gap memory storage. - Two twenty detection system - Containers twist lock load sensing. - Height indication sensors. - Monitoring and diagnostic touch panel
5.6.5.1.3
Extension and retraction Extending / retracting of the spreader, to 20`, 40` and 45`, shall be controlled from the operator`s cabin. The maximum time to extend or retract shall be: - 30 seconds for extending from 20`, to 45`. - 30 seconds for retracting from 45` back to 20`. The tracking force of the telescoping system shall comprise a reserve force of minimum 7,000 Nt.
5.6.5.1.4
Twist Locks (TL) The twist lock shall be forged type in accordance with BS 5237 or equivalent. The locking and unlocking functions of the twist locks shall be controlled from the operator cabin and integrated with the crane control. In addition, the twist locks assembly shall be provided with mechanical safety devices: To prevent the closing of the twist locks unless the spreader is well seated in the container pockets. To prevent the opening of the twist locks if a container is hanging in midair and slack rope signal does not persist. Rotation of the twist locks shall take maximum two (2) seconds. A solution should be provided for the easy and quick release of the twist locks in case of electrical / hydraulic failure or when the spreader is stuck in the container pockets.
5.6.5.1.5
Limit Switches Limit switches shall be integrated in the spreader to provide the following minimum functions. All the functions shall be interlocked with the relevant functions and operation of the crane: - Blocking of hoisting unless all twist locks are locked or unlocked. - Preventing locking or unlocking unless all corners are well seated onto the
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Section B – Technical Specifications container. _ Allowing twist locks operation only under slack rope condition. A command to open the twist locks, given in non-slack condition, shall be aborted. - Spreader at 20`, 40` or 45` position. 5.6.5.1.6
Indications The lamps shall be fixed to the Spreader through a suspended bracket designed to withstand vibration and acting as shock absorbers. One set indication LED lights is installed on the Spreader and the signals are returned to the control stands in the operator`s cab: - Blue lamp – all 4 or 8 twist locks in single or twin mode properly seated. - Red lamp – twist locks locked (in single or twin mode) - Greed lamp – twist locks open. - White lamp – Spreader in twin mode.
5.6.5.1.7
Corner guides (Flippers) Four (4) hydraulic flippers shall be provided on the Spreader. The lower section of the flippers will be constructed of a detachable part made of high tensile strength steel. These lower parts shall be bolted for easy replacement. The control of the Flippers shall be from the operator`s cabin. The operator shall be able to activate flippers individually or all together simultaneously. The flippers shall retract automatically whenever the twist locks are locked onto a container. The time for up and down movements, of all four flippers, shall be maximum six (6) seconds. After lowering the flippers they are under condition hydraulic pressure in order to absorb the shocks.
5.6.5.1.8
Guiding plates Four (4) reinforced sliding hardwearing plate shall be provided on the Spreader for easy guiding of the spreader inside the ship cells.
5.6.5.1.9
Wear pads Wear pads made of hard abrasive resistance material shall be used between the sliding telescoping beams. The pads shall act also as shock absorption and noise reduction media.
5.6.5.1.10 Lifting bugs four lifting bugs, one near to each corner on the twist lock and beams shall be mounted to enable the handling of distorted, irregular or over height open top containers capacity lifting bugs 4X12.5t.
5.6.5.1.11
Lifting pocket Lifting pockets shall be constructed underneath the Spreader structure to enable handling the Spreader with a front lift truck (FLT). The arrangement of the pockets size and position will be established during the design stage of the spreaders.
5.6.5.1.12 Capacity board and number Capacity boards showing the SWL of the Spreader and other identification data, such as serial number and port number, shall be mounted on both sides of the Spreader. 5.6.5.1.13
Classification The classification of the Spreader calculated to the SWL of 40 ton, shall be in accordance with the
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Section B – Technical Specifications rd
FEM rules 1.001 3 edition revised 1/10/1998: Utilization Structure Mechanism Components 5.6.5.1.14
U8 T8 B8
Load Spectrum Q2 L3 P3
Classification A8 (DIN 15018-H3B5) M8 E8
Structure and mechanical system The Spreader structure and specially the corner assemblies shall be design to sustain the loads, stresses, impact, and vibrations generated during the operation. Stresses inflicted when the Spreader is dropped on a container should be considered as well. The Spreader corners shall protrude at least 100 millimeter below the Spreader structure, to enable handling of distorted containers. The bottom of the Spreader shall be specially reinforced and protected against operational damages. A ladder shall be provided at the Spreader sides for climbing up for maintenance. Power chain (steel type preferred) may be used for the telescoping motion and for protection of moving parts.
5.6.5.1.15 Materials All materials and equipment shall be new, of the highest grade, free from defects and shall conform to the applicable specifications and requirements of this specification. Steel grades will be selected according to FEM paragraph 3.1. Load bearing structure – Only killed steel will be used for the load bearing structure. Steels will be purchased from manufacturers listed in the "approved manufactures list" of a classification company. The steels will be delivered with certificate 3.2 as in EN 10204. Other uses – These steels will be delivered with certificate 3.1.B. Twist locks shall be forged.
5.6.5.1.16
Corrosion protection The Supplier shall use materials to minimize corrosion and subsequent maintenance as a result of corrosion. It shall be accomplished by the following (beside painting, see para. 9):
Use of stainless steel grade A4, where practical Protection of materials subject to corrosion by coating. Hot dip galvanizing in accordance with ASTM-A385. Sealing of structural members. Sealing by non-acid silicone compound (RTV).
5.6.5.1.16.1 Hardware All hardware parts shall be treated against corrosion. Screws, bolts, and such – 12 mm. diameter and below – pins, studs, pipes and fittings, springs, washers and other miscellaneous fastenings material shall be of stainless steel grade A4 (316).
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Section B – Technical Specifications Bolts and such above 12 mm. diameter shall be hot deep galvanized in a centrifugal method according to ISO 1461.
5.6.5.2
Twin Spreader communication with the crane PLC:
The communication between the crane and the Twin spreader shall be via the spreader cable with a canbus system. All necessary converters, gateways and protection needed to get a reliable communication from the spreader to PLC shall be installed on the crane and the Twin spreaders which shall be supplied in this scope. The communication wires shall be integral part of the spreader cable. The connection from the spreader to the PLC shall be protected from any case of power failure and short circuit.
Spreader Diagnostics and information: (1) The Spreaders provides outputs for handling the error and information messages (info, warning, and errors). The crane PLC shall read these messages and include them in the CMS. (2) In addition to the error messages there shall be info screen with the available information data from the spreader which is currently attached to the crane, including twist-lock counter, total number of lifted containers in several modes (normal, twin, pos1...3), total number of lifted containers since last service.
Operation modes through Twin Spreader Control I/O and communication: The PLC shall communicate with the spreader via communication mode and also via standard control wires 230 Volts I/O. In case of communication problems the spreader shall operate with the standard 230 volts.
Twin Position Commands: In addition to the standard spreader commands, in the operator cabin there shall be 3 buttons with lamps enabling the operator for teaching 3 positions of the twin box (TwinTeachPos1...3) the lamps on the buttons shall indicate that the twin reached the position (TwinInPos1...3). 3 more buttons shall be for the commands: GoToTwinPos1...3. The above commands shall be available via the 2 wire communication interface. While driving backward with the trolley from water side to land the twin position shall be automatically retract.
Spreader Height Indication: The input from the two ultrasonic sensors in the spreaders shall be connected to the PLC and configured in the program as slow down limit switches to slow down the spreader when approaching the container.
Spreader Status in the CMS system: All possible information from the spreader shall be displayed and monitored on the FAM station in the Eroom, this including all I/O from the spreader to the crane and vice versa.
5.6.5.3 Twin spreader twistlock load sensing system: The system shall measure the load under the spreader from each twistlock of the spreader. The system shall provide accurate container weights and eccentricity in single list and twin lift. The information shall be integrated to the spreader communication protocol (see section 5.6.5.2). Each twistlock shall have integral load sensor which shall be connected to central load control device on the spreader the accuracy of the load reading shall be within +/-100kg per twistlock. The twistlock load sensing system shall be incorporated with the load measurement device of the crane but also can work independently of each other.
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Section B – Technical Specifications 5.6.5.4
Single Lift Automatic Telescopic Spreaders (SL-ATS) shall not be included in the scope of supply of the STS cranes. Still, the crane systems shall be designed to operate with the telescopic spreaders specified below which are in use by the APC.
5.6.5.5
The spreader is designed to handle 20' and 40' and 2X20' containers. The spreader is constructed for lifting up to 40 ton under it for single lift and up to 65 ton under it for twin lift.
5.6.5.6
The SLS & TL-ATS shall include the following features (minimum):
5.6.5.7
Four twist locks hydraulically operated in simultaneous operation and eight twist locks in the TL-ATS. Four hydraulically operated retractable flippers, capable of independent operation, or any combination of simultaneous operation (operator's choice.) An automatic 20' – 40' telescoping function and also2X20' in the twin lift spreaders. Four landing pins with switches or eight in the twin lift spreaders.
The control of the spreader shall be from the operator's cab.
Provisions shall be made for the control of the hydraulic pump, the twist locks, flippers and all other telescopic functions. Indicating lights are provided on the control panel in the cab to mark the following: "Hydraulic power on." Twist locks locked" (green need to be exists also on the headblock.) "Twist locks unlocked" (amber) (need to be exists also on the headblock.) Landing pins are on. Gap adjustment and gap stored in the twin lift spreaders Two Twenty Detector System (TTDS).
5.6.5.8
The control system shall block hoisting motion unless all twist locks are in the fully engaged or fully released position. The system will also prevent locking or unlocking of the twist locks unless the spreader is resting completely on the container (detected by integrated landing pin and limit switches in the spreader) and the hoist system is in slack rope condition.
5.6.5.9
The wiring diagram of the spreaders is described in section C.
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Section B – Technical Specifications
5.7
Operator's and Controller's Cabs
5.7.1
General
5.7.1.1
Structure The cabs shall be of a welded construction with stiffened and braced steel frame, designed to withstand all operating conditions. The cabs, accessories and control equipment shall be constructed according to the latest developments in ergonomics. The cabs, including the access doors shall be water and dust tight and acoustically insulated, with minimum level of noise and vibration according to ILO codes. Noise level at the operator ear will not exceed 65 dB(A) in any operating condition when the windows and doors are closed. Materials used in the cabs shall be fire retardant. Interior trim shall be accomplished by using modern décor materials. Ample space shall be provided to permit inspection, adjustment, repair and maintenance of the control console, computer terminals and control equipment.
5.7.1.2
Chairs Upholstered agronomic chairs fully adjustable spring or air cushioned with weight adjustment shall be provided in the abs with easy access to all the controls, for cabin chair see para. 5.7.2.2. The chair type is subject to the APC approval during the design review. The control stands shall be integrated in the chairs mounting frames or mounted on the walls as applicable.
5.7.1.3
Doors and Windows The doors shall be equipped with heavy-duty means for exterior locking. A device to secure the doors in the open and shut position shall be provided. Windows shall be of safety glass giving complete view of all working areas. Special attention shall be given to window design, to enable easy opening and cleaning. Open window may be secured easily in any position. The upper row of windows shall be of tinted glass. All windows shall be equipped with folding spring type shutters.
5.7.1.4
Air Condition Domestic split type air condition for cooling and heating units shall be provided in the operator's cab and in the controller's cab. The system shall be purchased from a vendor who has an active service facility in Israel. The system, vendor and service facility are subject to APC's approval during the design review. The height of the cab will be sufficient for installation of air conditioning system on the ceiling. Installation of the units shall be designed to withstand the working conditions of the crane and to provide easy access for maintenance.
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Section B – Technical Specifications The units shall be controlled from a special panel mounted on the wall and not by a remote control. The control system shall be connected to an adjustable Volume Detector, to be mounted in the cabs, which will sense lack of movement /non-attendance and will shut down the AC system. Each of the air conditioning system shall be capable of maintaining an inside uniform temperature in the room of 24°C when the ambient temperature is 45°C.
5.7.1.5
Approvals During the design review the contractor shall submit to APC's approval full and detailed data about the material and parts used in the cabs as well as full detailed fabrication drawings.
5.7.2
Operator's Cab
5.7.2.1
General The operator's cab shall be mounted on separate sets of wheels to minimize vibration and noise. It will be positioned below and in the centerline of the trolley to provide fully visibility of all operations. When moving towards the ship from the quay, the operation shall be facing the ship. 2 The minimum net area of the cabin floor will be not less than 6.5m . Inside net height of the cabin shall be minimum 2.1 meter.
5.7.2.2
The cab shall be equipped with ergonomically designed operator control station chair. The control station shall be designed to reduce crane operator lower back stress including complete support to the forearm. The operator seat shall be equipped with electric adjustable boxes, quick adjusting of seat position and electrical adjustment of the seat height. The internal design shall be similar to the cabin existing in APC STS crane, During the design review the contractor shall submit to APC's approval detailed fabrication drawings of the cab. The cab door shall open outward. A foldable upholstered chair for the crane instructor shall be installed at the cab wall. A rear window shall be installed on the back wall to enable the operator to guard his motion when moving backwards. Windshield wipers with washers shall be provided for front and side windows. Attention shall be given to the cleaning of the floor window from the inside and from the outside. Storage cabinet shall be provided for coats, lunch boxes, portable water cooler, etc.
5.7.2.3
All cable channels should be hidden in the wall plates with option to access the cables by unscrewing the inside wall plates.
5.7.2.4
All operations of the crane shall be controlled from the operator's cab (see 4.9.2.)
5.7.2.5
Access Access to the operator's cab shall be from the quay level via a stairway to a platform at the cab and shall be accessible when the trolley is in the parked position. Ladders are not allowed.
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Section B – Technical Specifications A passenger lift shall be provided. As far as practical, the access to the ground station shall be via the same stairway leading to the operator cab. In addition, provision shall be made for safe exit and entry to the operator's cab in any position of the trolley along the boom in case of an emergency condition. The cabin, girder, boom design and machinery room design shall allow the operator to escape from the operator's cab in safe manner via the walkway of the girder and the boom at any point of the trolley travel range. An interlock will prevent trolley travel if the gate leading from the surface on the gantry to the cab is open.
5.7.3
Controller's Cab
The controller's cab shall be mounted on the landside under the sill beam. Cab arrangement will provide a complete view of chassis lanes and of container number during the operations. The controller's cab will be designed to the maximum practical size. 2
The minimum net area of the cabin floor will be 4.0m . Entrance to the cab shall be at quay level (without steps.) The access door and the windows will be of a slide type. A window shall be installed in the access door to provide clear view of the chassis lanes between the crane legs when the door is closed. Desks shall be provided on both sides (longitudinal.) Minimum depth shall be 70 cm (to accommodate a computer terminal, keyboard, printer, etc.) All cable channels should be hidden in the wall plates with option to access the cables by unscrewing the inside wall plates. The controls in the controller's cab shall be as detailed in para. 4.9.3. During the design review the contractor shall submit to APC's approval detailed fabrication drawings of the cab.
5.8
Machinery Rooms
5.8.1
Structure Water and dust tight machinery rooms shall be provided, with design and dimensions of ample size to adequately contain all mechanical, electrical equipment, rope re-reeving systems, overhead crane, mechanics workbench, and shall have enough space for safe access for maintenance. The rooms shall have a steel-framed covered roof, corrugated or flat sheet steel walls and checkered plate floor on steel supporting members. Galvanized and pre-painted plates shall be used as far as practical. Special attention shall be given for easy and safe access for maintenance.
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Section B – Technical Specifications The fix machinery rooms (not mounted on the trolley) shall be provided with the following minimum maintenance equipment: machinery hoist, air compressor, ropes re-reeving device, tools locker and workbench. Electrical outlet shall be provided at the bench and each other sides of the machinery walls. Guides shall be provided for protection of ropes where they pass through openings in the machinery room enclosure. Openings shall be designed to minimize water and dust penetration. 5.8.2
Machinery Rooms Ventilation A ventilation system shall be provided in the machinery rooms to introduce clean air into the room in sufficient quantities to keep the motors, bearings and other components at safe operating temperature when the ambient temperature is 45°C and to maintain over pressure in the rooms. The system shall be forced ventilated, namely, pushing the incoming air through the filters. All incoming air shall pass through two stage filtering system:
st
1 stage – coarse self-cleaning disposable element. nd 2 stage – fine disposable element.
The design will ensure that servicing of the filter elements shall be from the outside. 5.8.3
Auxiliary Hoist For maintenance purposes the machinery houses is equipped with an overhead service cranes to move items inside the m-house and to and from the ground level. An electrically operated machinery service hoist shall be provided. Horizontal and vertical (3 axis) travel motions of the machinery hoist shall be also electrically operated. Floor, roof and side openings with safety catches shall be arranged in such way that all components in the rooms and the trolley drive components could be assembled and disassembled, as well as lowered onto the ground. The capacity of the machinery hoist is to be determined in accordance with the heaviest components to be handled. The Auxiliary Hoist shall also contain a fixed Man basket for providing maintenance access to the light fixtures on the roof of the room. A ladder to climb to the man basket shall be installed (see design requirement in para. 12.2).The man basket shall conform to the machinery safety regulations and Human safety regulations.
A safe maintenance platform for the Auxiliary Hoist shall also be installed to provide access to all the parts of the equipment. Handling of components of the Hoist and Trolley drives should be demonstrated.
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Section B – Technical Specifications During the design review the contractor may propose alternative solution subject to APC's approval. 5.8.4
Re-reeving Devices Electro-mechanical re-reeving devices shall be provided for the easy replacement of any main hoist and boom hoist ropes. Solution subject to APC approval during design review.
5.9
Electrical Rooms (L.V, H.V)
5.9.1
Arrangement and Structure
An enclosed E-room shall be provided of sufficient size to contain all required electrical system –control, drives, distribution panels, monitoring system, etc. and safe access for maintenance.
5.9.1.1
General: The rooms shall be framed of structural steel, thoroughly braced to withstand the operational conditions. Galvanized and painted corrugated steel sheet shall be used as far as practical. The rooms shall be adequately insulated to provide the adequate temperature. Using of modern, fire retardant décor material, shall accomplish interior décor. The rooms will be provided with a floating floor to ease laying of the electrical cables between the different cubicles. The rooms will be made as air tight. Cables entry shall be through joints, conduit, pipe, or other attachments, which pierce the insulation and sealed at the point of entry. Cable entries should be only through the floor. Any floor opening shall have safety protection girder.
5.9.1.2
H.V. Room The main transformer and the H.V. switchgear shall be housed in a separate room. A galvanized wire mesh separation should be located between the main transformer compartment and the HV switchgear compartment. The entrance to the transformer section shall be by a sliding door with padlock. The HV room may be air-conditioned or forced air ventilated. For ventilation system characteristics see para. 5.8.2 If the HV room has a common wall with the LV room, a separate door with a lock shall lead from the LV room to the HV room. If the HV room is completely separated from the LV room it shall be furnished with a door open outside. If the HV room is located away from the LV room, direct and short route shall be provided.
The transformer shall be located inside a close fenced system with fence door separate padlock for blocking the entrance to unauthorized personnel. The fence shall block insertion of a hand.
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Section B – Technical Specifications The transformer shall be visible from the switchgear zone. 5.9.1.3
LV Room The room should be equipped with two doors in two opposite walls. Entrance to the room shall be separate from the machinery room. The width of the room shall allow free pass of minimum 100 cm when the doors of opposite cubicles are open. Noise level in the LV room during crane operation shall not exceed 70dB(A). If this noise level cannot be maintained, the cubicles containing the PLC, CMS, etc., may be separated and arranged in a "quiet room" away from the cubicles generating the loud noise. A door shall lead to the quiet room. In this configuration, the noise levels during operation shall be:
5.9.2
In the "quiet room" – maximum 70dB(A) In the "noisy area" – maximum 80dB(A)
Air Conditioning: The LV rooms shall be equipped with minimum two (2) separate groups of industrial air conditioning (cooling) systems (2 sets). The same systems may be used for cooling the HV room if applicable. Each of the air conditioning system (group) shall be capable of maintaining an inside uniform temperature in the room of 24°C when the ambient temperature is 45°C. The units shall be designed for continuous operation, and shall be equipped with de-icing valves. Special attention shall be given to collection and drainage of condensation water. The systems shall be controlled by thermostats. The control unit shall govern the switching between the units on a time basis (programmable) and shall switch the idle unit in case of failure in the working unit or extreme hot conditions. The control panel shall be mounted on the wall. Remote control shall not be used. The control panel will have an option for manual control and adjustment. The systems will be purchased from a vendor who has a service facility in Israel. The system, vendor and service facility are subject to APC's approval during the design review.
5.9.3
Auxiliary Handling Appliances (LV Room): An electrically operated service hoist shall be provided in the E-room. The hoist with additional other necessary lifting accessories shall enable handling, assembled and disassembled in and out of the cubicles, of the heavy components, such as the inverters, phase modules, chokes, etc. If the machinery hoist room is in the same level and close to the E-room, it will be possible to lower the parts onto the ground, using the auxiliary appliance or the service hoist located in the machinery hoist room (special
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Section B – Technical Specifications trolley for moving the part from machinery hoist room to E-room will be provided), any solution will be submitted to APC's approval during the design review.
5.10 Miscellaneous 5.10.1
Overload and Slack Rope System: See para. 4.10.
5.10.2
Stairs, Ladders, Platforms, Walkways Stairs and walkways shall be provided from the quay level to the operator cab, to the boom M-room and E-room level. Stairs (not ladders) will be used as applicable. The ascent stairs and the personnel lift will be located outside on the land side leg with minimal protrusion to the working lanes and the back reach area. The staircase design with enable rescue in case of failure in the lift. Ascent to the pylon will be via stairs. Service platforms, stairs and ladders shall be provided with proper illumination for easy and safe access to needed for operation, service, inspection or maintenance. Stairs, ladders and platforms shall be constructed and installed in accordance with the provisions of DIN standards (see para. 12.2) Gates shall be used for safety as far as practical. Hinges of a gate shall be spring-return (see also para.10.3.) A limit switch interlocking the relevant crane functions shall be installed at each gate. Mechanical locks to keep the gate in the closed and open positions shall be used. Stairs, ladders and walkways and service platforms will be hot deep galvanized. Parts will be designed at adequate size for galvanizing and bolted joist will connect the parts after galvanizing.
5.10.3
Capacity Board and Name Plates Capacity boards showing the maximum rated capacity of the crane and other identification data, such as "Crane number", shall be mounted on the outside of the girders. They shall be readily legible when viewed from the ground area adjacent to the crane. Name plates involving the identification, safety, operation and maintenance directors shall be in Hebrew. The contractor shall submit to the APC a complete list of these name plates for the proper translation and lettering during the design review.
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Section B – Technical Specifications 5.10.4
Compressor and Compressed Air Supply A complete compressed air system of sufficient capacity, at least 1200 liter/min, and 250 liters tank shall be provided for maintenance purposes. The compressor will be located in the M-room. The system shall include, but not be limited to, the following:
Water and oil separation unit with automatic mechanical discharge. Rubber shock absorbers for mounting. Electrical switches (on/off) at the compressor. Outlets shall be provided in the room. Each outlet will be equipped with a quick disconnect coupling. A flexible hose of 25 meters each shall be provided at the compressor to reach all relevant parts of the equipment.
The system will be purchased from a vendor who has service facility in Israel. The system, vendor and service facility to be approved by APC during the design review. 5.10.5
Doors, Locks and Keys
The doors to the E-rooms, M-rooms, operator's cab and controller's cab will be watertight and dust tight. The doors will hang on 3 hinges with grease nipples. A roof, 200mm wide, will be installed above the door. The doors shall be equipped with automatic closures, catches to keep the door open in any position with lock with keys. The locks shall be of a standard type in use in Israel. Each door shall be provided with brackets to accommodate a standard hanging padlock (not to be supplied.) For hardware specification – see para 10.3. 5.10.6
Provisions for Terminal Operation System (TOS)
5.10.6.1 General The port utilizes a Terminal Operating System (TOS). For that purpose, the crane shall be equipped with the necessary provisions and data transfer system. TOS network are using a separated multimode fiber connection from the crane HV cable to the landside network station. The contractor shall provide a switch in the E-room connected to the fiber cable and routing the network data system to the cabin and to the controller's cab – see para. 4.18,2 The following equipment shall be supplied and installations executed by the contractor for that purpose.
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Section B – Technical Specifications 5.10.6.2 Operator's Cab and Controller's Cab An additional double wall socket with supplied from a separate circuit, shall be provided. The socket shall be protected by a special circuit breaker in the abs in addition to the standard protection required for the circuit that shall be installed in the E-room. Rating shall be: 24V DC 5A via power supply which shall be supplied from UPS line.
5.10.6.3 Fiber-optic to copper converters – see 4.18.2. + Two Ethernet wall sockets (RJ45) shall be installed near the 24V sockets for TOS Pc. 5.10.6.4 A special mounting bracket shall be installed in the operator and in the controller cabs for mounting a monitor (supplied by others.) The bracket shall be an integral part of the cab structure designed for a monitor of 50 kg. The bracket shall have features to enable the alignment – tilting and slewing of the monitor and its adjustment in height. 5.10.7
Energy Chain System (To trolley)
5.10.7.1 The Power and Communication cabling between the main structure and the Trolley shall be carried in an Energy Chain System. The E-chain system shall be heavy-duty cable carrier with reinforced mounting brackets. The system shall consist of (minimum requirements): (1) Heavy-Duty cable chain (2) Quick connect chain cross bars (3) Rollers integrated into the chain side link. (4) Each roller link must have min. 4 rollers. (5) Floating moving arm (6) Mounting brackets (7) Service platforms 5.10.7.2 Design Considerations The design of the system shall be carried out by the system supplier and shall be specified to meet the required speeds in the marine environment prevailing, paying particular attention to the issues of temperature and all weather condition. The whole installation shall be in accordance with the manufactures recommendations in regard to clearances, bending radius and towing arm detail. The Power Chain system OEM manufacturer shall be employed to carry out a final alignment check at the crane constriction site to ensure that the manufacture’s installation requirements and tolerances have been satisfied. A certificate to this effect shall be provided by the OEM supplier and forwarded to the Purchaser’s Representative through the main contractor.
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Section B – Technical Specifications The Energy Chain cable system shall include 20% spare wires on each 2.5 mm² cable, and 6 cores multi-mode fibre-optic cables. Size of each core of the fibre-optic cable shall be 50/125 microns. All metallic materials must be Stainless steel 316. All nuts are self-locking nut to resist loosening under vibration and torque. Chain arm must have floating moving arm to eliminate mechanical stress of the chain carriers toward the mounting brackets. System shall have quick connect chain cross bars for fast approach to the inside cables. The chain side link and chain cross bars has to be from the same material. Rollers bearing shall be from stainless steel. Chain radius shall be double of the minimum bending radius of the biggest cable. The design of the E-chain system and bracket and the cable arrangement inside the chain shall conform e-chain manufacturer recommendation and approval.
5.10.7.3 Service Platform for Energy Chain system Safe service platforms shall be provided for easy reach and maintenance of the E-chain system. One platform on the chain fix point and one platform on the girder end. 5.10.7.4 Safety precautions: The design shall take safety manners such as gates and sensors for preventing injuries from traveling echain along the boom. 5.10.8
Passenger Lift
Rack and Pinion type passenger lift shall be provided latest model by Linden-Alimak or equivalent. The elevator will be installed on the land side and shall be integrated with the ascent to the crane. Lift stations shall be provided at the following levels (minimum): Ground, Cable reel, Operator can, Eroom/M-room. The main technical characteristics will be: Lifting capacity – at least 250 kg (3 persons.) Two speed drive with high speed of minimum 0.4m/sec. Provisions for emergency remote alarm will be provided in the lift cabin (supply by others.) The lift shall be purchased from a vendor who has an active service facility in Israel for at least three years. Details of the passenger lifts manufacturer and Service Company in Israel shall be provided to APC within Supplier's Technical Proposal submitted to the Tender. 5.10.9
Sway-Stop System (Anti-Sway):
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Section B – Technical Specifications The swaying of the suspended container shall be continuously monitored and controlled electronically, during trolley travel and hoist operations. The sway-stop system shall prevent the swing under the most adverse operating conditions. The Anti-Sway control shall reduce the time for fine positioning of the spreader with prevention continues prevention of the sway in both manual and semi-automatic operation. The sway-stop system must have a proven good experience utilized on STS cranes for at least one year. System description, past experience and functions will be examined and finalized during the design review. 5.10.10 Spreader Cable Reel The spreader cable shall be reeled on a cable reel. The cable reel shall be a heavy-duty type equipped with all the necessary guiding and deflection devices. The reel system shall be mounted on the trolley. The cable reel shall have a separate independent AC drive with frequency control. The cable reel shall be furnished with a spreader cable to the required length. The cable reel will be adjustable for different kinds of cables (different diameter of cables) The cable reel motor or motors shall be totally enclosed, non-ventilated with IP54 protection. Motors shall be designed to operate at 10% above rated line voltage and to have adequate torque when voltage drops 15% below rated line voltage. The cable reel shall be spiral type with single row cable width, other types to be approved by APC. The design of the system shall be carried out by the system supplier and shall be specified to meet the required speeds, marine environment and ambient temperature. The supporting structure and girders shall be sufficiently rigid to avoid unacceptable levels of vibration or noise. The operation reel shall be electrically interlocked with the crane hoist drive system. In case of a malfunction in the cable reel system, the hoist drive shall be mechanically stopped. Rotary cam limit switch shall be provided to detect the number of loops on the reel and "End of Cable" signal. Over tension and slack detection system will be provided. If over tension or slack occur hoist drive operation will be stopped. The collector assembly will be totally enclosed to IP54 and equipped with the necessary number of slip rings with minimum 15% spare. A space heater will be provided in the collector housing. The control of the system and the AC inverter shall be installed in the E-room. 5.10.11 Roof Protection (Quay Lane): 5.10.11.1 A fixed roof shall be installed to cover the area from the quay front line to the W.S. sill beam. It shall provide ample protection against falling objects. Rigid construction with look through grating is preferred. 5.10.12 Outfit for Storage of Over Height Frame / Spare Spreader / Lash Container
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Section B – Technical Specifications A rigid outfit structure shall be installed on top of the W.S. sill beam to be used for storing a telescopic over height frame, and a lash container on top of the L.S. sill beam. The fixture shall be designed for the weight of a telescopic over height frame and the dynamic force during the placing of the over height frame or lash container on the carrier. Access to the carrier and service platforms around shall be provided.
5.11 Auxiliary Lifting Devices: 5.11.1
Twin Lift Spreaders Two (2) sets of Twin Spreaders shall be supplied for Each STS crane. See para. 5.6.5.1 The supplier shall submit to APC all details, catalog and manufacturer of the spreaders, to be approved by APC during the design review.
5.11.2
Hook Beam One (1) Hook Beam shall be supplied with the 2 STS cranes. See para. 5.6.4.
5.11.3
The supplier shall submit to APC all details, drawing of the Hook Beam, to be approved by APC during the design review.
Automatic Over-Height Frame (AOF) One (1) Automatic over height frame shall be supplied for each STS Crane.
The supplier shall submit to APC all details, catalog and manufacturer of the spreaders, to be approved by APC during the design review.
The Automatic over height frames (AOHF) shall be fully automatic over height frame used for accepting and handling 20' and 40' ISO standard containers and flat racks with over height of at least 2 m. No adjustments or additional equipment is needed on the parent spreader for attaching or detaching the AOHF. No external power supply or hydraulics is needed neither for attaching nor in operation of the AOHF. Capacity requirements (SWL):
40t for lifting 20` ISO standard containers. 40t for lifting 40` ISO standard containers.
5.11.3.1 Operational features The AOHF shall have the following features:
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Section B – Technical Specifications - The AOHF shall be designed for HEAVY DUTY operation for lifting ISO standard containers. - The AOHF is picked up and put down by the spreader like an ordinary container. - Twist locks of AOHF turn only after it has been correctly placed on to a container and all four safety pins fully depressed. 5.11.3.2 Twist Locks (TL) The twist lock shall be in accordance with BS 5237 or equivalent. The locking and unlocking functions of the twist locks shall be controlled from the operator cabin and integrated with the crane control. In addition, the twist locks assembly shall be provided with mechanical safety devices: -To prevent the closing of the twist locks unless the AOHF is well seated in the container pockets. -To prevent the opening of the twist locks if a container is hanging in midair. A solution should be provided for the easy and quick release of the twist locks in case of damage or other failure or when the AOHF is stuck in the container pockets. 5.11.3.3 Indications The indicator shall be fixed on the AOHF:
Indication Red– twist locks of AOHF locked. Indication Green– twist locks of the AOHF unlocked.
5.11.3.4 Lifting lugs Four lifting lugs, one near to each corner on the twist lock and beams shall mounted to enable the handling of distorted, irregular or overnight open top containers capacity lifting lugs 4X10t.
5.11.3.5 Lifting pocket Lifting pockets shall be constructed underneath the structure to enable handling the AOHF with a front lift truck (FLT). The arrangement of the pockets- size and position – will be established during the design stage.
5.11.3.6 Capacity board and number Capacity boards showing the SWL of the AOHF and other identification, such as serial number and port number, shall be mounted on both sides of the AOHF. 5.11.3.7
Classification of the AOHF The classification of the AOHF calculated to the SWL of 40 ton, shall be in accordance with the FEM rd rules 1.001 3 edition revised 1/10/1998:
Structure
Utilization U8
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Section B – Technical Specifications 5.11.3.8 Structure and mechanical system The AOHF structure and specially the corner assemblies shall be design to sustain the loads, stresses and impact generated during the operation. 5.11.3.9 Materials All materials and equipment shall be new, of the highest grade, free from defects and shall conform to the applicable specifications and requirements of this specifications. Steel grades will be selected according to FEM paragraph 3.1.
5.11.3.10 Corrosion protection The Supplier shall use materials to minimize corrosion and subsequent maintenance as a result of corrosion. It shall be accomplished by the following (beside painting, see para. 5.11.3.12):
Use of stainless steel grade A4, where practical (see 5.11.3.11) Protection of materials subject to corrosion by coating Hot dip galvanizing in accordance with ASTM-A385. Sealing of structural members.
5.11.3.11 Hardware All hardware parts shall be treated against corrosion. Screws, bolts, and such – 12 mm. diameter and below – pins, studs pipes and fittings, springs, washers and other miscellaneous fastenings material shall be of stainless steel grade A4 (316). Bolts and such above 12 mm. diameter shall be hot deep galvanized in a centrifugal method according to ISO 1461.
5.11.3.12 Painting and Cleaning The paint system is a recoat able epoxy paint system based on Ameron B.V. paints. Alternative paints and / or paint system may be suggested by the Supplier subject to APC's written approval. Paints manufacturer instructions should be strictly followed. Surface preparation and cleaning All welds spatter, slags etc. shall be thoroughly removed and sharp edges rounded off. The AOHF structure shall be dry-shot or grit blasted to cleanliness grade SA 2½ according to ISO 8501 and roughness grade medium S according to ISO 8503. Dust, oil, grease and dirt shall be cleaned with viscous emulsion cleaner Ameron 57, washed with high-pressure tap water and dried completely prior to the application of the first coat. Painting systemStrip coat, Corners, plates edges and all welds, shall receive one strip-coat of Zinc rich epoxy paint Amercoat 68, by brush (satin). DFT = 50u. Strip coat to cover 2-3 cm. on each side of the edge. Repair coat shall be applied to 5-6 cm. on all sides of the welded areas.
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Section B – Technical Specifications Layer Repair / Strip First coat Second coat Top coat
Paint Amercoat 68
DFT (u) 50
Amercoat 68 Amercoat 400C
70-80 70-80
Amercoat 450SG
70-80
Total (min)
Shade
Safety orange (RAL 2007)
230
Each layer will have a different shade.
5.11.4
Test Weights One (1) modular set of Test Weights shall be supplied with the 2 STS cranes. The modular set shall be suitable for testing the cranes in single lift and twin lift operation. See para. 11.1.2
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Section B – Technical Specifications
6. Accessories 6.1
Remote landside server System (RCMS) The landside (office) RCMS server system shall collect all necessary data from the cranes which in this tender and provide real time status, statistic information, trends and graphs for both technical and management personnel. The information will include all necessary data to detect weak points, downtimes, performance per defined time periods (pre-defined work shifts, day, week, and month) and provide statistics to measure the reliability of the crane and performance of the operators. The server will provide customized KPI reports automatically generated by the system for one or more crane which are on this tender. see para. 4.6.7 The server hardware shall include the following parts: PC with the latest model and clock speed of at least 3Ghz RAM Memory size of at least 4GB Data Storage (HD drives) type SSD with at least 450GB and read/write speed of at least 550MB/s, the HD drives shall be in raid 0 array configuration for redundancy. DVD/RW with write speed of at least x48 Minimum peripheral demand: 2xRJ45, 4x USB connection and 2xRS232 connection. 22" flat LCD monitor or larger. Keyboard suitable for English and Hebrew. Mouse. BW laser Printer for A4 page size – type to be approved by APC. The server operating system shall be windows server 2008 or later. Web server – minimum 5 clients The contractor shall provide all the installation software and instruction for installing the server application on the virtual VMWARE server in the IT dept. it is the intention of the port that after finalizing the commissioning and having the server in the production stage it will be installed on a virtual server for easy backups and maintenance. All licenses shall have the possibilities to be transferred to the virtual server.
6.2
Technician cables and connectors A set of all necessary communication cables, adapters, peripherals connection for connecting the PC to all programmable devices on the crane shall be provided for each crane and additional 3 sets for the maintenance department.
6.3
Tools storage Locker and Mechanics table platform
6.3.1
Two standard industrial metal storage lockers and one mechanics table platform with 4 inch wide clamps shall be furnished and installed in the machinery house. One storage locker shall have parts storage bins of variable sizes. Other locker with have adjustable shelves. The storage lockers size shall be at least 120x50x160cm (WxDxH).
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Section B – Technical Specifications
6.4
Special Tools for machanics
6.4.1
All special mechanics tools necessary for maintenance, repair and inspection of the crane and its equipment shall be provided.
6.4.2
One set of special mechanical tools shall be provided for each crane. The set of tools shall include but not limited to the following items: #1. Special adjusting and maintenance tools for all mechanical parts of the crane to be used for maintenance, repair and inspection. #2. Set of sockets wrench with adjustable torque ratchet for bolts in excess of 13mm used in the mechanical parts of the drives, drums, clamps and etc. #3. 5Kg hammer #4. Straight jaw plier #5. Snap ring pliers for rings over 35mm diameter #6. 6 x pulleys for rope replacement #7. Wire rope clamps #8. Ratchet winch with minimum SWL of 2.5 ton. #9. 2x lightweight crowbar 1.2m long
6.5
Tools and storage locker for electrical room:
6.5.1
A standard locker for electrician tools shall be furnished and installed in the electrical room. The locker will be big enough to keep all required maintenance tools for repair and exchange the largest drive unit installed in the electrical room. In addition there shall be wall locker for keeping all documentation of the crane min. size 150x35x100cm.
6.5.2
All special electrical tools necessary for maintenance and replacement of the Drives units and other equipment installed in the room which are heavier than 20Kg shall be provided for each crane. The set of tools will include but not limited to the following items: #1. Tools for lifting and mobilization of drive units and other parts heavier than 20Kg for lifting and lowering the parts from and to quay level. #2. Torque ratchet with set of bolt sockets and special beats needed for the replacement of electrical equipment's on the crane.
6.6
Portable test bench for operating and testing spreaders: One unit of portable control panel for operating and testing spreaders in the workshop and at site shall be supplied. The panel shall incorporate push button switches, selector switches, indicator lamps, PLC, input / output devices, spreader multi-pin connector, cables and all parts and software necessary for operating and confirming all the functions and safety features of the spreader. Power supply cable and plug shall be provided. The functionality of the panel shall be similar as on the crane (plc interlocks, communication with the spreader, memory gap and etc.). The test bench shall be mobile on wheels. Wheels shall be with stoppers. The test bench enclosure, panel, accessories shall design to conform minimum IP55 protection.
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Section B – Technical Specifications
6.7
Portable test bench unit for testing and simulating of Crane control and drives: One unit of portable test bench for the purpose of testing equipment, training and simulating software shall be supplied for the workshop. The test bench shall contain a closed enclosure with the electrical components and a platform with motor, brake and encoder. The moving parts shall be covered and protected from accidental touch on the parts by protective metal covers. The platform shall be installed on a mobile carriage with wheels. Wheels shall be with stoppers to protect the platform from moving during test operations. The enclosure shall design to conform minimum IP54 protection. The feeding cable shall be 5 meter long and shall be designed according to the motor and drive. The test unit shall be a complete running bench, wired and programmed to run the test drive. The test bench shall contain but not limited to the following components: #1. Main PLC (same type as installed on the crane) with power supply. #2. Remote I/O containing at least 1 x card of digital Input ,1 x card of digital output , 1x analog card (cards shall be same type as installed on the crane) #3. Feeding cable with plug #4. Motor protect circuit breaker and contactor #5. Drive protect fuses or circuit breaker #6. AC drive with the same controller board type as for boom or gantry #7. Gantry Motor (same type as installed on the crane) #8. Hydraulic Brake with limit switch #9. Pulse encoder (same type as on the gantry drive) #10. Push buttons, switches and potentiometer to control drive speed and start/stop.
The portable test bench unit must follow safety regulation of machinery – see para 4.2
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Section B – Technical Specifications
7. Options 7.1
Access Control System (ACS) - option The crane shall be equipped with an Access Control System (ACS) in the operator's and the controller' cabs and in the electrical room. The system shall allow the switching on of the crane only by authorized personnel. The system shall be based on a Biometrics Identification method. Other methods may be proposed, subject to APC approval. The following minimum features shall be provided in the system: #1. Easy and friendly interface for programming setting up and updating. #2. Multilevel permissions. #3. Authentication by Windows operating system. #4. Large database for minimum of 60 users and with possibility for future expansion. #5. Printout capability for printing events, users list and configuration. #6. Protected by-pass in case of system malfunctioning. #7. Communication with crane PLC and CMS. The systems vendor shall have a service facility in Israel to be approved by APC during the design review.
8. Dimensions, tolerances and adjustments All dimensions tolerances and adjustments, which are necessary for erection, proper installation and successful performance and maintenance of the equipment, shall be shown in a detailed technical description of the crane and main drawings. Axles and bores shall be according to the standard bore unit of the ISO. Dimensions will be in metric form.
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Section B – Technical Specifications
9. Design criteria 9.1
General design The specified criterion represents minimum acceptable standards. If, in the contractor's opinion, any of the standards specified are inadequate or insufficient for the intended use, it will be the contractor's responsibility to use more stringent criteria. The overall design requirements shall be those set force in FEM specification (section 1, heavy lifting rd equipment, 3 edition October 1998) concerning the classifications and requirements for steel construction, mechanisms, materials and equipment. For environmental conditions see Section A paragraph.
9.2
Duty cycle The design and the selection of all the electrical and mechanical components shall be based on the following principles:
9.3
Continuous duty cycle given in para. 10.4.2. Ambient temperature 45 °. Handling of a 45 ton container in single mode and two 32.5 ton containers in twin lift mode. Employing maximum speeds and acceleration and simultaneous motions.
Crane classification The classification of the crane in accordance with FEM rules and calculated to the SWL of 65 metric ton under the lifting spreader.
9.3.1
Steel Structure Mode of Class of State of Operation Utilization Loading Containers 45ton U8 Q3 Containers 65 ton U7 Q2 General Cargo & U3 Q3 Heavy lift Boom: 70% of the W.S. boom length from the hinge point, Seawards and boom mid-section (between the rails). Boom: The L.S. boom from the L.S. rail backwards and the Front 30% of the W.S. boom
9.3.2
Group Classification A8 A6 A4 A8 A7
Mechanisms Mechanism Container single lift – 45 ton Container twin lift – 65 ton General cargo Heavy lift
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Class of Operation T8 T7 T4 T3
State of Loading L3 L3 L2 L2
Group Classification M8 M7 M2 M3
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Section B – Technical Specifications Trolley Gantry Boom Hoist
T7 T5 T4
L3 L3 L3
M8 M6 M5
9.3.3 Materials All materials and equipment shall be new, of the highest grade, free from defects and shall conform to the applicable specifications and requirements of this specification. Steel grades will be selected according to FEM para. 3.1. Load bearing structure – Only killed steel will be used for the load bearing structure. Steels will be purchased from manufacturers listed in the "approved manufacturers list" of a classified company. The steels will be delivered with certificate 3.2 as in EN 10204/1995. A classification company will act as the purchaser's authorized representative (to be approved by APC). "Classification Company": does not necessarily mean the Classification Company contracted by APC for supervision before start of manufacturing. All relevant substantiated costs will not be borne by the APC. Other applications – These steels will be delivered with certificate 3.1.B as in EN 10204/1995.
9.4
Design factors
9.4.1
Stability design factors
Stability against overturning shall be checked by calculation in accordance with the requirements of the FEM. The crane shall be stable against overturning and sliding in all conditions, including storm conditions, without the need of anchoring or tie down devices. Stability against sliding in storm conditions shall be achieved only by the storm pins and the storm brakes (wedges). 9.4.2
Earth quake design factors
The STS cranes will be designed to withstand horizontal ground acceleration of 0.1G without damage. Design will consider X and Z directions acting simultaneously. Lower frame joints will be rigid (bolts and welded joints).
9.5
Wind conditions
9.5.1
Crane in normal operation
9.5.2
Maximum wind speed 20m/sec (72 Km/hr), with rated load to the full range of trolley runway – W.S. boom lowered or raised, and the full range of gantry runway.
Crane out of service
Maximum wind speed 42 m/sec (150 km/hr). The trolley in the parking position, and the W.S. boom in the up position. No tie down or anchoring is allowed beside the storm pin.
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Section B – Technical Specifications
9.6
Structural design
9.7
rd
Structural design of the crane shall conform to the 3 edition (10/1998) of FEM specification and according to the classification given in para 8.3. The contractor shall state the factors used in his design, taking into account dead weights, dynamic operating loads, inertia loads and collisions. Also the method of combining loads should be demonstrated. The material to be used shall be identified for each major component. The method of calculating the loads and stress shall be indicated. Information on allowances, the design and safety factors with reference to fatigue, static failure and for corrosion shall also be provided. Particular attention shall be given to the stiffness of machinery foundation and supporting structure, so that the installation shall be free from deflections and from vibrations. All welding shall be performed by shielded electric arc method and, where practical, using automatic machines. Welding electrodes used for manual welding shall be of the high-ductility, low-hydrogen, coated type and shall be suitable for welding in any position as required. The contractor shall submit for APC review WPS for the "Load Bearing Structure" before start of manufacturing. NDT test results of plates and welds in critical area and of trolley rails must be made available during manufacturing. Structural box girder members shall be fully sealed as far as practical and designed to prevent "breathing". All entrances shall be through airtight hubs continuously welded and coated on the interior. Sealed structural parts that cannot be painted inside, or according to APC demand, shall be air tested with 0.1 bar pressure for 15 minutes. Drop of max. 10% shall be accepted. All bolted connection shall be maintenance free.
Corrosion protection: The contractor shall use materials to minimize corrosion and subsequent maintenance as a result of corrosion. It shall be accomplished by the following (besides painting, see para. 9): Use of stainless steel where practical. Protection of materials subject to corrosion by coating. Hot dip galvanizing in accordance with ASTM-A385. Sealing of structural parts. Sealing by non-acid silicone compound (RTV). Special corrosion preventive system shall be applied to the cross section of rails-bolted connection on the girders (if applicable). The surfaces of all axles, shafts and their housing shall be coated with (Molykote) spray or equivalent, before assembly. Sealing materials and compounds shall be selected to withstand the special environment condition in the port in Israel, and presented for APC's approval during the design review.
9.7.1
9.8
Hardware: See para 10.3
Mechanical design
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Section B – Technical Specifications 9.8.1 General All mechanical parts and systems, including vendors, shall comply with the requirements of this specification. The mechanical equipment shall be fully capable of operating the crane, in conjunction with the type of motors specified herein, at the indicated speed and rated and design loads, with ease, safety, and minimum noise and vibration. All components shall be designed so that they can be easily assembled, adjusted, and repaired, and shall be readily accessible for inspection, lubrication, cleaning and maintenance. All parts or fastenings which may get loose by vibration shall be secured by positive locking devices such as counter-nut, wires, etc. The machinery and equipment shall be so arranged and designed that free/out of control running of any mechanism in case of loss of power is prevented. All drives shall be fail-safe. Machinery shall be positioned on bases by means of welded shear blocks or fitted dowels installed after alignment. All pillow blocks shall be of wrought steel. Cast iron will not be accepted. Mechanical design of load carrying parts shall be calculated according to FEM 3rd edition (10/1998), booklet 4, in accordance to the group of mechanism specified in paragraph 9.3. 9.8.2 Ropes The contractor shall furnish all wire ropes complete with fittings. End connections of the rope shall have devices for rope length compensation. Wire ropes shall be selected according to FEM specification, para. 4.2.2 with the following minimum safety factors: Hoist ropes – minimum 6. Boom hoist ropes – minimum 4 for single rope (8 for the complete system). The contractor shall present the calculation of the safety factor during the design review. A minimum of three (3) full turns on the drums shall be left when the spreader is in the lowest position. All wire ropes shall be galvanized. They shall be treated by the OEM with an approved lubricant and treated again during the erection as required. The contractor shall furnish the APC a copy of the test certificate for each wire rope before Start of Erection. Ropes shall be WARRINGTON/SEALE 6 x 36 = 216 wires with fiber or steel core with wire breaking strength of 180 kg/mm² (din 3064). Other structures of ropes may be offered subject to APC approval. 9.8.3
Drums and Sheaves
9.8.3.1
Rope drums shall be made of rolled, welded steel construction with machined grooves as per DIN 150612. The grooves shall be smooth and shall have a depth and groove pitch compatible with the sire rope that shall be spooled.
Pitch Diameters shall be calculated according to FEM specification, para 4.2.3. Drums shall be driven direct from the low speed shaft of the respective reducer, using a "Malmadie" type coupling or equivalent. Drums shall be mounted on shafts utilizing antifriction type bearings to assure shaft-alignment and minimize vibration.
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Section B – Technical Specifications 9.8.3.2
Sheaves shall be provided with steel guards to prevent the ropes from jumping out of the grooves or being stuck between the sheaves body in all working conditions including slack.
9.8.3.3
The arrangement of the drums and sheaves shall be such that the fleet angle of the rope shall not exceed 3°.
9.8.4 Gear Reducers Main hoist, trolley and gantry gearing shall be designed in accordance with the relevant AGMA, ISO or DIN (39901) standards.
9.8.4.1 Service factor: Gear reducers shall have the following minimum service factor, based on the torque required for the nominal load of the drive: #1. Hoist, Trolley drives 1.75 #2. Gantry, Boom hoist drives 1.40 #3. Other gear reducers 1.20 #4. The thermal ratings of the gear reducers shall not be exceeded during duty cycle operation in 45 degree C ambient temperature without the use of special cooling devices.
9.8.4.2
Gear reducers of the hoist, trolley and gantry shall be totally enclosed in oil bath cases. Forced oil pump lubrication is not allowed. Trolley reducer may be shaft mounted (preferred).
Shafts shall turn in anti-friction bearings (see also para. 9.8.5). Gears for gantry travel shall be of a welded (not cast) construction. The high-speed stage of the reducers shall be of helical or herringbone gears. The other stages can be helical, bevel or spur gears. Slip on gears shall be mounted using shrink disk – "Ringfeder" or equivalent. Flanged connection may be used for the trolley gear reducers. Gear shall be provided with suitable means to check oil-level and an outlet for oil sampling and draining. Drain pipe shall be equipped with a valve and a chained plug. Each reducer shall be provided with a permanently attached nameplate containing all relevant data.
9.8.5 Bearings Rotating bearings on the crane shall be of the anti-friction type. Bearings life span for systems defined in section 9.3.2 above shall be selected on the basis of minimum 25000 operating hours (FEM class T7). Other bearings shall be selected on the basis of minimum 12,500 operating hours (FEM class T6). The bearings load shall not exceed under any operating conditions 75% of the tabulated static capacity. Bearing caps shall be removable for inspection. Bearings shall have seals. Seals shall be of a spring-loaded type. Bronze sleeve bearings are subject for special approval. If approved they shall be designed on a conservative basis after determination of the PV factor (unit pressure times surface velocity) and proper consideration of the operating conditions. All bearing housing shall be of cast or fabricated steel, machined as required and securely mounted on base by means of bolts and dowels.
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Section B – Technical Specifications Adequate allowance shall be provided between all bearing housing and structural bases to permit initial alignment and subsequent realignments, if required. The use of shims shall be avoided as far as practical. 9.8.6
Shafts
All shafts shall be fabricated from high grade steel and shall be adequately sized for the application. Complete data covering the physical and chemical properties and heat treatment of the material proposed shall be shown on the drawings. All shafts shall be treated with MoS2 compound prior to assembly.
9.8.7
Brakes
9.8.7.1
General
Brakes shall be capable to stop the drive with the rated load from full speed unaided by motor regeneration, without overheating or other damages. Brakes will meet ANSI b30.2.0-1976 sec. 2-1.9 requirements (or equivalent). Braking under normal operation conditions shall be electrical (regenerative braking).
9.8.7.2
The braking torque shall be at least 200 percent of the torque required at the shaft on which the brake is mounted or of the motor rated torque. Aluminum parts are not allowed. Fittings, pins, shafts, etc., shall be of stainless steel.
9.8.7.3
All brakes shall be equipped with:
Automatic wear compensation devices. Limit switches to detect a closed brake and to prevent the braked drive from being started. The use of proximity limit switches is preferred. Limit switches for the gantry brake drives should be of a proximity type. Manual release for manually open the brakes by maintenance personnel.
9.8.7.4
All brakes shall be spring set and thruster release (Eldro).
Eldro's shall have at least IP54 type enclosures. Integral brakes in the motors are not allowed. Hoist brakes shall be of disk type. Other brakes may be of disk or double shoe brakes. A brake shall be provided for each motor.
Minimum 2 brakes shall be provided for the hoist system, each brake shall be equipped with brake monitoring device. The monitoring device shall contain the following items: #1. monitoring display #2. thruster stroke #3. brake pads temperature
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Section B – Technical Specifications #4. #5. #6. #7.
brake torque brake cycle counter brake wear. The monitoring device shall communicate with the crane PLC and all information shall be monitored by CMS system.
9.8.7.5
The brakes, located outside, shall be furnished with protective covers. Covers design will ensure lightweight and easy procedure for removal by a one guy alone. Covers shall be split as far as practical to achieve this objective. Latches and stoppers shall be provided to secure the covers in place. Suitable opening shall be provided in brake covers to enable inspection of the Eldro functioning and spring set without removing the covers. The control of the hoist system shall prevent the brakes from opening unless the motors developed sufficient torque to hold the load and prevent sagging.
9.8.7.6
The control circuits shall be designed so that normal operation brakes will close only when the associated motor has been slowed down to approximately 10% (or less) of rated speed by means of electrical braking. However, if the control power fails for any reason, all brakes shall be set immediately.
9.8.8
Wheels
Wheels provided for the long travel and trolley system shall be selected on the basis of FEM specification section 1 para 4.2.4 booklet 4. Wheels shall be built according to DIN 15078 and DIN 15079. Trolley wheels will be flangeless and the horizontal forces will be transmitted to the railhead from the trolley frame by means of horizontal guide rollers. Gantry wheels shall be double flanged and designed to operate on A120 type rails. The trolley and long travel wheels will be built with spherical roller bearings and live axles to accommodate the slip on gear reducers where applicable. The wheel bearings will be mounted in split bearing housings. An alternative design to provide easy dismantling or removal of a wheel/bogie may be adopted.
9.8.9 Buffers Trolley's corners shall be provided with hydraulic buffers of sufficient capacity to prevent damage to equipment in case of collision with buffers stops at the end of the trolley runway. The crane gantry will be provided with four hydraulic buffers, one at each corner, mounted at a height according to para. 3.7.
9.8.10
Couplings and Coupling Guards
9.8.10.1 Calculations of couplings shall be based on the manufacturer's recommendation.
The service factor shall be calculated for over 160 starts per hour.
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Section B – Technical Specifications 9.8.10.2 Service factor will not be lower than: #1. Main hoist and Trolley drive – 2.0 #2. Other drive couplings 1.75
9.8.10.3 Removable steel guards shall be provided over all couplings.
Coupling shall be flexible Flender 3 parts type "N-Eupex" or equivalent. The replacement of the rubber elements shall be possible without detaching of the motor of the gear reducer/brake. The material of the rubber elements should be for high temperature applications. Flender "Arpex" (all steel) coupling or equivalent may be used only for the hoist drive.
9.8.11 Cardan shafts Calculations of cardan shafts will be based on the manufacturer recommendation. The maximum torque will be calculated to a service factor of 2.5 (medium shock load). The continuous torque will be calculated for lifetime of 25,000 hours. The cardan shaft will be of low maintenance. Protective cover shall be provided. 9.8.12 Lubrication Lubrication of all mechanical operating parts shall be provided in accordance with manufacturer instructions. Oil lubrication shall be used for speed reducers, enclosed gears, and couplings. Sheaves, motor bearing, shaft anti-friction and slide bearings and sliding surfaces shall be grease lubricated. Where grease fittings are not readily accessible, extensions of stainless steel tubing shall be provided to allow servicing from convenient and safe locations. Lubrication points shall be centralized as far as practical, using dividing sequential units. Grease nipples shall be according to DIN 3404. Where applicable, grease nipples shall be protected from damage by counter bored holes or slots. Wire ropes – see para. 9.8.2. Shafts – see para. 9.8.6.
9.8.12.1 Automatic Greasing System Automatic greasing (lubrication) system shall be provided in the trolley feeding maintenance points in the trolley such as bearings of drums and sheaves, trolley wheels, guide rollers, etc. The system shall be electrically driven grease pumps with PLC control. The systems shall be equipped with pressure indicators to mark failures in the greasing lines (breaks or clogging). An "On-off" switch shall be provided at the pumps for manual greasing. The manual operation shall stop automatically after 15 minutes if not stopped manually. 9.8.13
Hydraulic system
9.8.13.1 All hydraulic components to be of heavy-duty type, and to be made of high quality steel. All cylinder rods to be chrome plated.
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Section B – Technical Specifications 9.8.13.2 All hydraulic pipes, rigid and flexible, fittings, etc., shall be corrosion protected (copper alloy or stainless steel). Installation will be to provide best protection against physical damages.
9.8.13.3 Hydraulic system to be designed with minimum use of pipes and hoses. Flexible hoses, where used, shall be heavy duty, high-pressure type, and short as possible and easily replaceable.
9.8.13.4 10 micron return line filter with restriction indicator shall be provided. Inline pressure type filters shall be provided at the hydraulic pumps outlets. Tank strainers to protect the hydraulic pumps shall be provided.
9.8.13.5 Hydraulic oil to be according to: AFT type A, Suffix A Specification.
9.9
Maintenance Design Factors To reduce crane down time, to ease maintenance and repair jobs and to reduce maintenance cost, maintainability factors should be introduced into the crane design, to the extent that is practical. The periodical preventive maintenance shall not require higher inspection frequently than monthly inspection (followed by 3-monthly, semi-annual and annual). The crane and its systems shall be designed accordingly.
9.9.1 Diagnostics Diagnostics ("Trouble-shooting") techniques, procedures and test-equipment will be developed by the contractor to achieve an overall reduction of system down-time.
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Section B – Technical Specifications
10. Shop Work 10.1 General All structural, mechanical, hydraulic and electrical work shall be performed by and directly supervised by, qualified skilled personnel. Material cutting, weld preparation, welders' certification and welding quality assurance shall meet the requirements of the relevant ISO standards, or the requirements of AWS D.1.1. Tack welds shall be ground off or integrated in the final weld seams. Intermittent welds will be permitted for stiffeners diaphragms and bracing only (inside structural box sections.) Structural parts shall be jig welded and jig drilled to assure accurate fit-up in the field. Shop erection shall be utilized as far as practical. Mechanical components shall be assembled as necessary prior to shipping to demonstrate the fit of all mating parts for power, control and light circuits. After satisfactory shop testing, the crane parts shall be suitably and legibly marked, disassembled and prepared for shipment in as large units as practicable for transport and field erection. All electrical wires shall be cut to length where possible, and properly tagged.
10.2 Cleaning and Painting The paint system is a re-coatable epoxy paint system based on Ameron B.V. paints. Alternative paints and / or paint systems may be suggested by the contractor, subject to APC's approval during the design review. Paints manufacturer instructions should be strictly followed.
10.2.1
Steel Surface Preparation
10.2.1.1 All steel material (plates, preformed bars, pipes, shapes, etc.) shall be dry shot or grit blasted to cleanliness grade Sa 2 ½ according to ISO 8501 and roughness grade Medium S or Fine to Medium G (45-65 um, Ry5 according to ISO 8503.
10.2.1.2 Shop Primer Blasted surfaces shall receive a coat of weldable zinc silicate (gray) shop primer Ameron DPS 210. Dry film thickness (DFT) = 25-µ. 10.2.2
Painting of Inside Surfaces (of unsealed box girders):
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Section B – Technical Specifications 10.2.2.1 After fabrication, all welds spatter, slag, etc., shall be thoroughly removed and sharp edges rounded off. Damaged painted areas and welds (excluding the inside of sealed and pressure tested sections) shall be cleaned by spot re-blasting or cleaned by power tools to St3 cleanliness as per ISO 8051. Dust, oil, grease and dirt shall be cleaned with a viscous emulsion cleaner Ameron 57, washed with high-pressure clean tap water and dried completely prior to the application of the first coat.
10.2.2.2 Repair and Strip Coat The cleaned areas – damaged areas, plates' edges and all welds shall receive one stripe coat of Amerlock 400A1, by brush. DFT = 80µ. Stripe coat to cover 2-3 cm on each side of the edge Or weld. Repair coat should be applied to adjacent 5-6cm. on all sides of the cleaned / welded areas.
10.2.2.3 Internal Coating System Amerlock 400C (gray) DFT 60-70 µ.
10.2.2.4 Top Coat Amerlock 400C (off white) DFT – 60-70 µ. 10.2.3
Painting of Outside Surfaces (including internal walls of the rooms)
10.2.3.1 After fabrication, all welds spatter, slag, etc., shall be thoroughly removed and sharp edges rounded off. Damaged areas and welds (excluding the inside of sealed and pressure tested sections) shall be grit blasted again to cleanliness grade Sa 2½ according to ISO 8501. Spot re-blasting is mandatory. Dust, oil, grease and dirt shall be cleaned with a viscous emulsion cleaner Ameron 57, washed with high-pressure clean tap water and dried completely prior to the application of the first coat.
10.2.3.2 Repair and Stripe Coat The cleaned areas – damaged areas, plates' edges and all welds - shall receive one stripe-coat of Zinc rich epoxy paint Amercoat 68G by brush (satin.) DFT = 50µ. Stripe coat to cover 2-3cm on each side of the edge. Repair coat should be applied to adjacent 5-6cm on all sides of the cleaned / welded areas.
10.2.3.3 First coat Amercoat 68G (reddish gray.) DFT = 65-75 µ.
10.2.3.4 Second coat Amerlock 400C (light gray or off white.) DFT = 125µ.
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Section B – Technical Specifications 10.2.3.5 Top coat (coloring) Final top coat of semi-glossy aliphatic Polyurethane paint – Amercoat 450SG. DFT = 100 µ min. Shades shall be according to para. 9.2.12. 10.2.4
Summary – Epoxy Paint System (Ameron Paints)
10.2.4.1 Internal Paint System: Epoxy
Layer
Paint DFT (µ)
Weldable Shop-primer DSP 21025 Repair/stripe coat
Amerlock 400Al
80
First coat
Amerlock 400C
125
Total (min)
150
10.2.4.2 External Paint System" Zinc rich epoxy / epoxy / aliphalic polyurethane Layer
Paint DFT (µ)
Weldable Shop-primer
DSP 210
25
Repair/stripe coat
Amercoat 68G
50
First coat
Amercoat 68G
65-75
Second coat
Amerlock 400C
125
Top coat
Amercoat 450SG
100
Total (min)
315
Instruction for use including intervals between coats to be strictly obeyed. Each layer will have a different shade.
Stripe-coats by brush application to be performed on all welds, sharp edges, corners and areas difficult for paint spraying and/or access. 10.2.5
Vendor Components and Installations Mechanical and electrical components, such as cubicles, motors, switches, cables, brakes, etc., shall be installed only after the area beneath them and adjacent to them, including mounting brackets, cable trays, etc., - have received the last layer of paint. During the application of the
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Section B – Technical Specifications last layer of paint on the complete crane these components shall be protected and will be left clean with their original paint. 10.2.6
Time interval between each layer shall be according to the recommendation of the paint manufacturer. Additional 72 hours required before transporting the painted parts for further assembly.
10.2.7
Shop painting shall be held back to a minimum of approx. 10cm from any field weld joint (except for the initial weldable primer coat.)
10.2.8
Non-ferrous metals, corrosion-resisting steel and surfaces in sliding or rubbing contacts shall not be painted.
10.2.9
Bolted down rails The area under the trolley rails will be treated with the specified shop primer and with the first coat of zinc rich epoxy, prior to assembly. The sides of the rails shall be sealed using non-acid silicone sealant.
10.2.10
Slip-resistant connections with high-tensile bolts Contact surfaces in the area of high-tensile bolted joints, also those of the corresponding fishplates, are to be blast cleaned to minimum Sa 2½ and painted with one coat of anti-slip connection paint, based on Inorganic Zinc Silicate Primer (IOZ). The IOZ primer should meet Class B slip co-efficient and creep testing criteria for use on faying surfaces. (AISC) / Research Council on Structural Connections – Specification for structural Joints). IOZ Class B slip co-efficient primer must be used under both the bolt head and the nut, where high tension friction connections are applicable. The protection paint system to be applied externally. Connecting flanges from outside to be sealed with Sika-Flex 221 or approved equivalent and over coated with the polyurethane top coat. i.e. – Sikaflex – paste to bevel of joint plates. Hardened washers and Molybdenum disulfide (Mos2) must be used, when applying torque tightening.
10.2.11
Galvanized parts Ladders, staircases, walking and maintenance platform shall be hot dip galvanized according to ISO 1461. The coating shall be executed on a completely finished part. No further work, e.g., welding cutting, grinding, etc., shall be done after the galvanized coating. Repair of damaged galvanized parts will be with 2 layers of zinc rich epoxy primer, containing minimum 80% zinc by weight in the dry film – Amercoat 68G. DFT - 100µ min. Small galvanized parts may be degreased, sweep blasted, and finish painted according to para. 9.2.3.4. Large galvanized section will remain without further treatment (stairs, railing, platform, etc.)
10.2.12
Non-skid surfaces One coat of Non-Skid enamel coating to be applied, using a hopper gun, where smooth surfaces are used as walkway. Paint shall be Amerlock 400C NS, SBV 92%. DFT = 400µ min. Amercoat 886 aggregates, size 0.4 mm, non sparking are to be used.
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Section B – Technical Specifications Non-skid coat shall come instead of the top coat layer and then it will be over coated by the polyurethane top coat. 10.2.13
Finish exterior colors and shades Crane Part
Shade
R.A.L.
Structure
Light blue
W.S. boom, forestays, pylon
Off white / safety red
5012 (5015) 9001/3024
Trolley, M-rooms and cabs Exterior
Off white
9001
Interior, walls
Light green
6019
Interior, floor
Dark green
6001/6002
-
E-room, exterior and interiorOff white
9001
-
Bogies and equalizersSafety yellow
1026
-
Headblock 2007/2003
and construction of buffers
Hook beams, guards of gantry Safety yellow / black 1026/9004
-
Port name / crane numberSafety red
Safety bright Orange
3024
Code numbers are according to German standard RAL and Tambour. Vendors' parts such as motors, gears shall have colors to suit the coloring of the adjacent area. Colors and shades may be altered by the APC prior to the start of fabrication of the crane. The words " Ashdod Port" in English and Hebrew and crane number will be painted on both sides of the boom. Crane number shall be painted also on the side of the girders. 10.2.14
Paint Repair and Painting of Side Welding Original painted surfaces which were damaged during transportation, erection and/or field welding will be repaired applying the following system:
10.2.14.1 Cleaned with hand or power tool steel brushes to St 3 Without polishing the surface. Roughening up of the surrounding areas about 5-6 cm with emery paper nr. 40 or nr. 60. Dust, oil, grease and dirt shall be cleaned with suitable solvents or carbon remover.. Paint procedure shall be as follows:
Strip according to para. 10.2.3.2 Layers of epoxy paint according to para. 10.2.3.3 to 10.2.3.5
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Section B – Technical Specifications 10.2.14.2 Repair of hot dip galvanized parts will be with 2 layers of high zinc rich epoxy primer containing at least 80% zinc by weight in the dry film– Amercoat 68G. DFT = 100µ min.
10.3 Hardware All hardware parts shall be treated against corrosion. Screws, bolts, nuts, pins, studs, greasing pipes and fittings, springs, washers and other miscellaneous fastenings and fittings shall be of stainless steel grade A4 (316). Bolts and such above 12mm diameter shall be hot dip galvanized in a centrifugal method according to ISO 1461. Painting may be added.
Use of stainless steel grade A4 (316):
Cubicles located outdoors. Bolts and such 12mm diameter and bellow shall be of stainless steel. Latches shall be used for securing of covers. Hinges shall be of stainless steel with greasing nipple. They shall be bolted (not welded) to the structure. Surface rust, formed on stainless steel from transportation, welding/grinding etc. should be carefully cleaned and passivated. The cleaning paste may be: Polinex P – Rapid or approved equivalent.
10.4 Vendor Components Systems 10.4.1
All vendor components shall be specified with special paint for marine application and high durability.
10.4.2
The mechanical and electrical supply and installation of all vendor parts and systems including access, cables marking, etc., and shall comply with the requirements of this specification.
10.5 Quality Control 10.5.1
General
Quality Assurance and Quality Control play a vital role in establishing and maintaining a high quality product. Detailed and comprehensive inspections and examinations shall be made and complete data shall be collected and recorded to secure the quality work required and to warrant the called for standards are met.
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Section B – Technical Specifications The contractor shall be responsible for providing the necessary QA and QC procedures, maintaining continual surveillance and inspection activities during the entire periods of Fabrication, Erection and Testing. Special processes for survey of manufacturing methods, etc., shall be provided. The contractor shall arrange for continuous and near at hand supervision and coordination in every major location of activity. Materials and steel shall be documented according to para. 9.3.3 Vendor items shall be checked and tested for compliance with applicable standards and specifications. Inspection and test reports, release notes, compliance certificates, etc., shall be reviewed by the APC during the manufacturing and fabrication .Test reports and certificates shall be furnished for (minimum requirements): 10.5.2
HV power trailing cable HV switch gear Electrical motors Electrical transformers Gear reducers Wire ropes Hydraulic pumps and cylinders Steel – see para. 9.3.3 Brakes Welders certifications Welding procedures structure (WPS.)
Quality Plan The contractor shall issue the Quality Plan in a comprehensive programmed file. The file will include all the information and data referring to the QA and QC, for material and components purchasing, manufacturing, assembly, inspection, erection, commissioning and testing, including activities, procedures, instructions, etc. The file shall be reviewed and approved by the APC prior to start of fabrication. The subcontractors shall use it as well as supervisors nominated by APC.
10.5.3
QA and QC Tables (quality control sheets) The up QA and QC tables will be prepared for each structural, mechanical and electrical part, system, assembly and for each erection procedure. The table will include the description of the steps (cutting, fitting, welding, shop erection, measuring, NDT, painting, etc.) Each step would be signed when completed by the manufacturer, the contractor QA personnel and the APC- its nominated Classification Company or APC's representative Steps will be defined as Hold, Witness, Monitor or Review points as appropriate for each party. Full signature and approvals on the relevant tables shall form the precondition to allow the corresponding parts, assembly and such to be put to next step or procedure.
P.O.B 9001, Ashdod 77191 Israel
STS – Container Ship to Shore Gantry Crane
Page 129 of 139
Section B – Technical Specifications 10.5.4
Painting Inspection The painting sub-contractor shall keep daily inspection report. The submitted inspection reports shall include testing according to ISO 12944-7 – "Execution and supervision of paint work." Inspection of the paint work shall be executed in the shop, prior to the transportation to the assemble shop or to the Erection site . Final paint inspection reports and reference area paint reports shall be included in the acceptance tests And documentation, Guide lines shall be according to ISO 12944:
Daily inspection report – Inspection of the paint-work shall be executed in the shop, prior to the transportation to the assemble shop or to the Erection Site. Final inspection shall be included in the acceptance tests. Reference areas and guaranteed surfaces – number of guarantee surfaces depends on the total surface to be painted and the number of the main manufacturers participating in the fabrication. The paint manufacturer must conduct all tests including adhesion tests and must countersign on each guarantee surface record. Full QA report and a final certification of conformance (C.O.C) will be issued for approval before delivery to Ashdod port
Warranty for the painting of the steel structure shall be for 7 years as of Acceptance of the Cranes as per degree of rusting Ri 3 (Area Rusted 1%) in accordance with ISO 4628/3 (DIN 53210). Measurement of and acceptance criteria for the dry film thickness (DFT) shall be in accordance with ISO 19840, as follows:
All individuals DFT less than 80% of the NDFT are not acceptable. The average of all individual DFT must be greater than the specified NDFT value. Individual DFT between 80% of the NDFT and the NDFT specified value are acceptable provided that these are less than 20% of the total number of DFT values taken. The maximum DFT for the internal paint system is 400. Microns. The maximum DFT for the external paint system is 630 microns (except for non – skid surfaces). All individual DFT in excess of these maximum DFT are not acceptable.
P.O.B 9001, Ashdod 77191 Israel
STS – Container Ship to Shore Gantry Crane
Page 130 of 139
Section B – Technical Specifications
11. Final Adjustment and Testing on Operation Site (quay number 23) 11.1 General 11.1.1
As the crane has been erected, adjusted, commissioned and otherwise made ready for operation (after Contractor has successful result of all functional test) and provided that the Service Company has been approved by APC and all information thereof was submitted, contractor shall issue the "Declaration of Completion". Then the crane shall be tested to demonstrate conformance to all requirements. Throughout the complete tests, the contractor personnel will perform all the tasks related to the tests. The contractor shall provide all necessary tools and instruments needed throughout the tests. During the functional and cycle tests the contractor's personnel shall operate the crane. During the Normal Operation Test the APC port operators shall operate the crane. The contractor shall assist the operators during this test phase. The contractor shall employ his technicians to correct any fault during this test.
11.1.2
Test Loads The contractor will provide test weights including the required slings / hoisting appliance. The loads will be suitable for testing the crane in all modes of operation – including static and dynamic testing. The weights shall be of a modular design using modified flat container as a base with supplementary weights of different mass and / or a water container. The test load parts shall include the necessary lifting lugs. The design of the loads shall be presented for APC approval, and shall be treated in the same manner as other crane parts. The test loads shall remain the property of the APC after the tests – see para. 5.11.4
11.1.2.1 Spreaders
Single Lift Spreader required for the commissioning and testing of the STS shall be provided by the APC. Long Twin Spreader shall be provided by the contractor – see para. 5.11.1
11.1.3
Testing Program
The contractor shall submit a full testing program for the approval of the APC. The program shall be detailed and shall include the following:
Content of test. Required characteristics and result data. The exact procedure and method of testing. Method of conducting control and measuring.
P.O.B 9001, Ashdod 77191 Israel
STS – Container Ship to Shore Gantry Crane
Page 131 of 139
Section B – Technical Specifications
Test instruments, equipment and power.
11.2 Final Testing procedure The various tests will be fully recorded by the fault monitoring system (CMS). Final testing process shall consist of the following stages: 11.2.1
"Declaration of Completion" (issued by the contractor.)
11.2.2
General inspection (expected duration- 1 week) performed by the APC together with the contractor.
11.2.3
Certificate "Readiness for Testing" (issued by the APC.)
11.2.4
Functional Tests as detailed herein (see para. 11.3.2-11.3.7, 11.5)
#1. #2. #3. #4. #5. #6. #7. #8. #9. #10. 11.2.5
Static test. Dynamic test. Eccentric load test. Testing of limit switches locking and safety devices. Measuring dimensions and speeds. Recording of acceleration, decelerations, emergency braking etc., of each drive. Checking of operation manual. Checking of the fault monitoring system. Maintenance test. Testing of auxiliary systems. Cycle test (see para. 11.4).
Functional Tests and Cycle Tests (expected duration- 2 weeks) performed by the contractor. 11.2.6
Normal operation test (see para. 11.6) (expected duration- 6 weeks).
11.2.7
"Acceptance Certificate" (see para 11.7) (issued by APC.)
11.3 Procedure At the completion of each stage, a punch list will be prepared. Items on the punch list will be divided to 2 categories by Ashdod Project Manager. Moving on to the next stage will be conditioned on the category of the items on the punch list: Category 1 Must be completed before tests are resumed.
P.O.B 9001, Ashdod 77191 Israel
STS – Container Ship to Shore Gantry Crane
Page 132 of 139
Section B – Technical Specifications Category 2 Must be closed prior to further stage. Other considerations such as amount of open points may withhold the continuation of the tests or the acceptance itself at the decision of Ashdod Project Manager. 11.3.1
General Inspection
The general inspection shall be carried out to ensure: #1. Functioning and performance of all equipment and systems. #2. Operating and existing all safety devices. #3. Safe and easy access to all locations for maintenance and operational purposes. 11.3.2
Static Test
The static test shall be carried out with a load equal to 140% of the safe working load. The static test shall ensure general stability of the crane and rigidity of its structure. The contractor shall define the deflection measuring method, locations and data. The test will be carried out at the centerline between the rails and at the most outer reach and back reach points. 11.3.3
Dynamic Test
The dynamic test shall be carried out with 125% of the safe working load at the maximum nominal speeds. This test shall consist of the following operations:
11.3.3.1 Hoist the test load to assure that the load is supported by the structure of the crane, and held by the hoist brakes. Hoist the load to the maximum height.
11.3.3.2 Trolley travel with the test load for the full length of the trolley travel range. Perform an emergency stop.
11.3.3.3 Long travel in each of the following combinations (6), for a considerable length of the runway. Perform an emergency stop once. Trolley at maximum outreach Trolley at maximum back reach
P.O.B 9001, Ashdod 77191 Israel
W.S. Boom up
With the test load
W.S. Boom down
With empty spreader
STS – Container Ship to Shore Gantry Crane
Page 133 of 139
Section B – Technical Specifications 11.3.3.4 Lower the test load between the legs at max. speed and stop and hold the load by pressing the emergency switch. Release the load on the ground. 11.3.4
Eccentric Load Test
11.3.5
An eccentric load test shall be performed to verify that the crane functions according to the requirements of para. 2.1.1. The functioning of overload switching in this condition will be tested as well.
Testing of Limit Switches, Locking and Safety Devices All limit switches, slowdown switches locking and safety devices should be tested to ascertain that they are functioning correctly in accordance to their functional purposes and rated loading.
11.3.6
Testing Acceleration Rates, Speeds and Brakes This test will be carried out, in every mode of operation, with full rated load and with empty spreader (hook beam.) The contractor will use sensors and chart recorders to record acceleration, deceleration and speed data of all motions. During these tests, current voltage and frequency shall be recorded as needed to validate the data.
11.3.7
Brake Testing During test of speeds the brakes of all motions will be tested for their torque and adjustments. The test will be carried out in usual operating conditions and in emergencies with safe working load. Brakes will be applied when the motion is at its max. speed. Electrical and emergency braking will be performed and braking distances measured. Braking test of the hoisting drive – lowering shall be tested with only one brake.
11.4 Cycle Test 11.4.1
General
This test will be performed with rated load. During this test the crane shall be operated through the cycle described below for a minimum period of eight (8) hours, out of which the last two (2) will be trouble free. "Trouble free" means no breakdown, of any sort, during these last two hours. Should any breakdown occur during these two hours, the entire test will start again. During this period the temperature rise of the motors and gears, etc., will be monitored. Temperature rise of motors and gears should be stabilized within the test period.
P.O.B 9001, Ashdod 77191 Israel
STS – Container Ship to Shore Gantry Crane
Page 134 of 139
Section B – Technical Specifications 11.4.2
Cycle Test Procedure
11.4.2.1 Hoist the load from ground level between crane legs, the maximum height. 11.4.2.2 Start trolley movement towards the sea simultaneously with the hoist motion. 11.4.2.3 When the container reaches the maximum height stat lowering the container while continuing the trolley motion. 11.4.2.4 Stop trolley motion while continuing to lower the container towards the water. 11.4.2.5 Stop the container lowering motion at quay level above the water. 11.4.2.6 Bring the container back to the quay service lanes in the reverse manner. 11.4.2.7 Repeat this cycle for 8 hours with trolley travel to different lengths. 11.4.2.8 Every five minutes disengage the container, perform a long travel drive to a distance of 50 meters, return and engage the container again to resume the cycle. Perform trolley travel during long travel.
11.4.2.9 Every second time perform long travel with the container.
11.5 Maintenance All maintenance requirements will be checked for feasibility and practicality.
11.6 Normal Operation Test – 1200 Cycles After completion of the above eight hour running-in test (cycle test) to APC's full satisfaction, the crane shall be tested for normal operation. This test shall consist of 1200 cycles of regular operation in a "trouble free" manner as defined below within a period of six weeks. "Normal operation" in the context of this test means hoisting the container from a trailer and placing the container in the ship and vice-versa. "Trouble free" shall mean:
First 800 cycles of operation – all faults, which cause the operation to stop, shall be corrected by the contractor. In the event that the halt in the operation is longer than one hour, the counting of the first 800 cycles shall start anew. Last 400 cycles of operation – in the event that a stoppage of any sort occurs, the counting of the last 400 cycles shall start anew.
The contractor shall employ his technicians to correct any fault during this test.
P.O.B 9001, Ashdod 77191 Israel
STS – Container Ship to Shore Gantry Crane
Page 135 of 139
Section B – Technical Specifications
11.7 Acceptance The "Acceptance Certificate" shall be issued after successful completion of the "Normal Operation Test", provided that, all other aspects and conditions of the contract, including completion and close of all repairs as specified in the "punch list, completion of Basic Training, provision of required documentation, were fulfilled.
12. Safety and General Considerations Any deviation from the following consideration should be presented and specifically approved by the APC.
12.1 General Considerations The design of the crane shall conform to the safety regulation and codes listed in section A with the addition of the following considerations: 12.1.1
Buffers, when compressed, shall extend from any part of the crane.
12.1.2
All nuts, connecting structural parts, moving and rotating parts (couplings, drums, sheaves, etc.) shall be positively secured to prevent their release due to vibration.
12.1.3
All rotating parts shall be provided with rigid safety guards.
12.1.4
The contractor shall supply and mark places for mounting of fire extinguishers.
12.1.5
Unavoidable hazardous points shall be marked with a special warning paint (yellow and black stripes) and with appropriate signs in Hebrew.
12.1.6
Walking surfaces with checker-plate or diamond plate covering must be coated with anti-slip paint.
12.2 Access Facilities Access, ladders, stairways, walkways and platforms shall conform to the human engineering practice (milstd-1472 or equivalent) and to the following requirements: 12.2.1
Access to stairs at ground level shall be attached to the crane. The ascent will be kept within the width of crane structure as far as practical.
12.2.2
No circular stairways shall be used.
P.O.B 9001, Ashdod 77191 Israel
STS – Container Ship to Shore Gantry Crane
Page 136 of 139
Section B – Technical Specifications 12.2.3
Slope for stairways shall not exceed 50 degrees from horizontal.
12.2.4
Ladders shall have a slope of 85-90°. Stair-ladders to be avoided as far as possible.
12.2.5
Access, walkways, and platforms shall be designed to carry the concentrated loads according to FEM specifications.
12.2.6
Width of platforms shall be at least 60cm. and of walkways at least 50cm. Headroom under any obstacle shall not be less than 2.1m.
12.2.7
Walkways, platforms and stair treads shall not be slippery under any conditions.
12.2.8
Handrail arrangement for stairways and other walkways shall be at least 1000 mm high from top surface of the stair. Clearance between handrail and any part of construction shall be at least 40mm.
12.2.9
Posts and top railing shall be made of steel pipes of min. Ø32mm. Intermediate railing shall be not less than Ø25mm (other shapes are subject to APC approval.)
12.2.10
Top railing or platforms and walkways shall be one meter high, posts not more than 2 meters apart and intermediate railing will be half-way between top railing and floor.
12.2.11
Toe guards of 100 mm high shall be used and be mounted with clearance of 4-8mm from the floor.
12.2.12
Fixed ladders shall be so installed that:
12.2.13
The distance from the rungs to the nearest fixed object on climbing side of ladder is at least 750 mm.
12.2.14
Distance from the rungs to nearest fixed object on the other side is at least 150 mm.
12.2.15
For high ladders, landing platforms shall be provided for every section of 6m.
12.2.16
The stringers of the fixed ladders shall extend at least 1.2m above the landing platforms or floor.
12.2.17
Every fixed ladder exceeding 3m high shall be provided with a safety case, beginning at height of 2.1m from any platform or floor level and extend at least 1.2m above landing floor or platform.
P.O.B 9001, Ashdod 77191 Israel
STS – Container Ship to Shore Gantry Crane
Page 137 of 139
Section B – Technical Specifications 12.2.18
The internal size of the cage shall be at least 750mm.
12.2.19
The runs shall be equally spaced at constant intervals not exceeding 300mm.
12.2.20
The height between first step of the walkway to the quay level shall not exceed 400mm and not less than 300mm.
P.O.B 9001, Ashdod 77191 Israel
STS – Container Ship to Shore Gantry Crane
Page 138 of 139
Section B – Technical Specifications
13. Vendor (OEM) Systems and Components 13.1 Acceptable Vendors In order to ensure quality and interchangeability of the parts, the following list of vendors is acceptable to the APC. The contractor may suggest other suppliers and manufacturers. Any such vendors, suppliers or manufacturers, proposed by the contractor are subject to APC approval. All the selected parts and components, also from approved vendors, are subject to the approval of the APC.
13.2 International Manufacturers / Vendors No.
Components Trolley / 4.1.1 Gantry wheels Gears 4.1.2
Manufacturer / Vendors Delachaux, Eisenwerk Bohmer, Kranrail
Flender, Hansen, Kone, Zollern, Kreiskott.
Brakes 4.1.3
Bubenzer - No other manufacturer shall be permitted
Couplings 4.1.4
Malmedie, Flender, Tschan, Bubenzer, Stromag.
Bearings 4.1.5
Skf, Ina, Fag, Timken
Electrical 4.1.6
ABB, Siemens, GE, KONE
system Cable reel 4.1.7
Vahle, Stemmann-Technik, Conductix wampfler, Cavotec
Buffers 4.1.8
Oleo, SHB
Paints 4.1.9
Ameron B.V.,International
Spreaders 4.1.10
Bromma, Stinis
OCR system 4.1.11
CERTUS, APS , Visy
P.O.B 9001, Ashdod 77191 Israel
STS – Container Ship to Shore Gantry Crane
Page 139 of 139
Section B – Technical Specifications
13.3 Israeli Suppliers or Israeli Service Stations In addition to the above mentioned in Section 13.1, the following systems must be supplied from an Israeli manufacturer / vendor who has an active service station in Israel. If a system noted below is supplied from a vendor outside Israel, the existence of an active service station in Israel must be proved and approved by APC. 13.3.1
Public address system
13.3.2
Intercom systems
13.3.3
Firefighting system -
13.3.4
Air conditioning system -
13.3.5
UPS system
13.3.6
Central lubrication systems -
13.3.7
Emergency lights
13.3.8
PLC
13.3.9
Air compressor
13.3.10
Access control system
13.3.11
Energy Chain system
13.3.12
OCR system
Afcon, Orad Tadiran, Elco, Electra
- Gamatronic, Yunirom, Tensor Lincoln, Vogele
13.4 Systems Utilization The OEM shall take an active part in the utilization and commissioning of the following systems:
HV cable reel E-chain system Spreader cable reel Passenger lift Anti-sway system Firefighting system Air conditioning system OCR system TPS system
The OEM shall participate in the following activities: Verify that the design – basic and detail, of the relevant parts of the crane meet the specific requirements for the system and approve the design. Prepare and issue an instruction booklet for the installation and commissioning of the system. Inspect the installation of the system on the first crane and approve it. Participate in the commissioning of the first system.
P.O.B 9001, Ashdod 77191 Israel
Appendix A – Attachment1 Ashdod port General Layout
Erection Site
A – Erection area for all term of project (area: 80mx110m) B ‐ Added erection area for WS Boom installation, max. 2 months (area: 100mx150m)
Appendix A – Attachment 2 2 STS erection Site ‐ Ashdod port Quay24
Appendix A – Attachment 3 (Operation Site) 2 new STS cranes ‐ Ashdod port Quay23 west
Appendix A – Attachment 7 Single Spreader Wiring Diagram
Notes: 1.Connection to be verified on installation. 2.All switches ,solenoid coils ,enclosures and power units to be grounded.
Appendix A – Attachment 8 STS Spreader Connection configuration
a
STS – Container Ship to Shore Gantry Crane
Page 1 of 36
Section D1 – Data sheet
Appendix A Section D1 – Data Sheet The Proposer must enclose with its proposal the following completely filled out data sheet. Failure to supply the appropriate requested data and/or documentation may result in disqualification of Proposer's Proposal. Items marked with "$" - OEM technical catalogue shall be provided within the Technical Proposal. Items marked with "#" - are Mandatory, and the Proposers must fill in yes/no and data required with respect to each mandatory item.
No.
Description
I
Units
Specs Data
1
Capacity
1.1
Capacity Under The Spreader (Twin Lift)
#
MT
min. 65
1.2
Capacity (Min.) Under The Ropes (Twin Lift)
#
MT
min. 85
1.3
Capacity Under The Spreader (Single Lift)
#
MT
min. 45
1.4
Capacity (Min.) Under The Ropes (Single Lift)
MT
min. 63
1.5
Heavy Lift- Under The Hook, At 35 M. Outreach: And At BackReach
MT
m. outreach
1.6
Eccentricity – According To Spec.
2
Operating Speeds
2.1
Hoisting
2.1.1
Hoisting (Container Mode) With SWL
#
m/min
min. 90
2.1.2
Hoisting (Container Mode) With Empty Spreader
#
m/min
min. 180
2.1.3
Lowering (Container Mode) With SWL
#
m/min
min. 90
2.1.4
Lowering (Container Mode) With Empty Spreader
#
m/min
min. 180
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
PARA 2.1.1.3 (Appendix A, Section B)
#
Data
STS – Container Ship to Shore Gantry Crane
Page 2 of 36
Section D1 – Data sheet No.
Description
2.1.5
Hosting Heavy Lift Mode
2.2
Trolley (Container Mode)- 65 Ton Load Under The Spreader 25 Kg/m² Wind
2.2.1
Trolley (Heavy Load Mode) - 25 Kg/m² Wind
2.3
Gantry Travelling – 25 Kg/m² Wind
#
m/min
min. 45
2.4
Boom Hoisting/Lowering
#
sec.
Max. 300
2.5
Braking Distances
2.5.1
Lowering Braking Distances
2.5.1.1
Nominal Load-Electrical Braking
M
2.5.1.2
Nominal Load-Emergency Braking
M
2.5.1.3
No Load-Electrical Braking
M
2.5.1.4
No Load-Emergency Braking
M
2.5.2
Trolley Braking Distances
2.5.2.1
Electrical, No Wind
M
2.5.2.2
Electrical ,With Wind Of 25 Kg/M2
M
2.5.2.3
Emergency, No Wind
M
2.5.2.4
Emergency, With Wind Of 25 Kg/M2
M
2.5.3
Gantry Braking Distances
2.5.3.1
Electrical, No Wind
M
2.5.3.2
Electrical, With Wind Of 25 Kg/M2
M
2.5.3.3
Emergency, No Wind
M
2.5.3.4
Emergency, With Wind Of 25 Kg/M2
M
3
Acceleration And Deceleration Rates
3.1
Hoisting System
3.1.1
Hoisting With SWL
#
m/sec²
min. 0.83
3.1.2
Lowering With SWL
#
m/sec²
min. 0.83
3.1.3
Hosting Empty Spreader
#
m/sec²
min. 0.83
3.1.4
Lowering Empty Spreader
#
m/sec²
min. 0.83
3.2
Trolley
3.2.1
Trolley With SWL, No Wind
3.2.2
Trolley SWL, Against 8 Kg/m² Wind
3.3
Gantry
3.3.1
Traveling without Wind
3.3.2
Travelling Against 8 Kg/m² Wind
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
I
Units
Specs Data
m/min #
m/min
min. 240
m/min
m/sec² #
m/sec²
min. 0.7
m/sec² #
m/sec²
min. 0.15
Data
STS – Container Ship to Shore Gantry Crane
Page 3 of 36
Section D1 – Data sheet No.
Description
I
Units
Specs Data
4
Crane Main Data
4.1
Rail Gauge
#
M
30.48
4.2
Buffer To Buffer Distance (at buffer free condition)
#
M
max.33
4.3
Clearance
4.3.1
Clearance Between Crane Legs (Free Passage For Container)
#
M
min. 18.4
4.3.2
Clearance Under Portal
#
M
14
4.4
Reach
4.4.1
Outreach (Container Mode)
#
M
min. 66
4.4.2
Back Reach (Container Mode)
#
M
min. 15
4.5
Total Lift
#
M
min. 59
4.6
Spreader Height Above Top Of Rail
#
M
min. 45
4.7
Wheel Base (Distance Between Two Corners)
M
4.8
Wheels Spacing Within Each Bogie
M
min. 1.0
4.9
Wheel Spacing Between Two Adjacent Bogies
M
min. 1.0
4.10
Max Corner Loading
4.10.1
Vertical
4.10.1.1
In Operation With Max Wind Nominal Load And Inertia Forces
TON
4.10.1.2
In Storm Conditions
TON
4.10.2
Horizontal Perpendicular To The Rails
TON
4.10.2.1
In Operation With Max Wind Safe Working Load And Inertia Forces
TON
4.10.2.2
In Storm Conditions
TON
4.10.3
Horizontal Parallel To The Rails
4.10.3.1
In Operation With Max Wind Safe Working Load And Inertia Forces
TON
4.10.3.2
In Storm Conditions
TON
4.11
Max Allowed Wheel Loading
4.11.1
Vertical:
4.11.1.1
In Operation With Max Wind Safe Working Load And Inertia Forces
#
TON
WS=65/LS=55Max
4.11.1.2
In Storm Conditions
#
TON
WS=65/LS=55Max
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
Data
STS – Container Ship to Shore Gantry Crane
Page 4 of 36
Section D1 – Data sheet No.
Description
4.11.2
Vertical Per Running Meter Of Rail
I
Units
Specs Data
4.11.2.1
In Operation With Max Wind Safe Working Load And Inertia Forces
#
TON
WS=65/LS=55Max
4.11.2.2
In Storm Conditions
#
4.11.3
Horizontal Perpendicular To The Rails
TON
4.11.3.1
In Operation With Max Wind Safe Working Load And Inertia Forces
TON
4.11.3.2
In Storm Conditions
TON
4.11.4
Horizontal Parallel To The Rails
4.11.4.1
In Operation With Max Wind Safe Working Load And Inertia Forces
4.11.4.2
In Storm Conditions
4.12
Total Crane Weight
4.13
Weights Breakdown
4.13.1
Structure With Bogies Without Trolley And Counterweights
TON
4.13.2
Trolley Complete
TON
4.13.3
Hoist Machinery House
TON
4.13.4
Boom Machinery House
TON
4.13.5
Boom W.S.
TON
4.13.6
Boom (Fix + L.S.)
TON
4.13.7
Concrete Counterweight
TON
4.13.8
Head Block Weight
TON
4.14
Stability Design Crane Is Stable Against Overturning In All Weather Condition Without Anchoring Or Tie Downs Crane Is Stable In Storm Conditions With The WS Boom Up
4.14.1 4.14.2
WS=65/LS=55Max
TON
TON
#
YES
#
YES
5
Structure
5.1
Fem Classification
5.1.1
Container Mode 45 Ton
#
U8-Q3-A8
5.1.2
Container Mode 65 Ton
#
U7-Q2-A6
5.2
Types Of Steel Used
5.3
Boom Structure
#
A8
5.3.1
Box Girder-WS And L.S (Single / double)
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
Data
STS – Container Ship to Shore Gantry Crane
Page 5 of 36
Section D1 – Data sheet No.
Description
I
Units
Specs Data
5.3.2
M.(W/H)
Boom Dimensions
5.3.2.1
Top Half T Size
5.3.2.2
Thickness Of Box Plates
5.3.2.2.1
Top Plate
MM
5.3.2.2.2
Bottom Plate
MM
5.3.2.2.3
Web thickness
MM
5.4
Drive Construction
6
Hoist Drive System
6.1
Fem Classification Of Mechanism
6.1.1
Container Operation-Single Lift
#
T8-L3-M8
6.1.2
Container Operation Twin Lift
#
T7-L3-M7
6.2
Hoist Drive System M-Room Location (Fix/On Trolley)
6.3
Motors
6.3.1
Quantity
6.3.2
Manufacturer
6.3.3
Model Number
6.3.4
Rated Calculated Output
KW
6.3.5
Speed Range
RPM
6.3.6
Type Of Duty And Duty Factor (IEC-60034)
6.3.7
Degree Of Protection (DIN 40050)
IP23
6.3.8
Cooling Method (IEC 60034-6)
IC 06
6.3.9
Weight
MM
Y/N+DIMENSION
motor driven trolley and fixed m-house
Fixed M-room
#
min. 2
#
S5-60%
KG
6.4
Motor Designed To Work With Frequency Inverter Brakes
6.4.1
Quantity
#
min. 2
6.4.2
Type
#
DISC
6.4.3
Release Method
#
THRUSTER
6.4.4
Brake Manufacturer Name
#
BUBENZER
6.4.5
Model Number
$
6.4.6
Disc Diameter
6.4.7
Torque Rating (Catalog Data)
6.4.8
Required Calculated Torque
6.3.10
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
#
YES
MM
Data
STS – Container Ship to Shore Gantry Crane
Page 6 of 36
Section D1 – Data sheet No.
Description
I
6.4.9
Duty Factor (Catalog / Required)
#
6.4.10
Thruster Manufacture Name
6.4.11
Thruster Manufacture Model Number
6.4.12
Enclosure IP Rating Of The Thruster
6.4.13
Brake Location (Between Motor And Reducer)
6.4.14
Wear Indicator
REQUIRED
6.4.15
Automatic Wear Compensation
REQUIRED
6.4.16 6.4.17
Release Control Proximity Inductive Limit Switch Hand Operated Emergency Released
Units
Specs Data 2
$ IP55
#
REQUIRED
#
REQUIRED
6.4.18
Brake Monitoring System - See Chapter 9.8.7.4 In Attachment A - Section B
6.4.18.1
Model Number
$
6.4.18.2
Communication To Plc
#
YES
6.4.18.3
Monitoring Display Near Brakes
#
YES
6.4.18.4
Stroke Monitoring
#
YES
6.4.18.5
Brake Pads Temperature
#
YES
6.4.18.6
Brake Toque Monitoring
#
YES
6.4.18.7
Brake Cycle Counter
#
YES
6.4.18.8
Brake Wear Monitoring
#
YES
6.5
Gear Reducers
6.5.1
Quantity
#
2
6.5.2
Manufacturer Name
6.5.3
Model Number
6.5.4
Ratio
6.5.5
Rated Catalogue Power
KW
6.5.6
Required Calculated Power
KW
6.5.7
Service Factor (Calculated)
6.5.8
Weight
6.5.9
Type Of Gears Used (Spur, Bevel. Etc.)
6.6
Couplings
6.6.1
Between Motor And Reducer
6.6.1.1
Manufacture Name
6.6.1.2
Type (Elastic), Gear. Etc.
6.6.1.3
Model Number
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
$
min. 1.75 Kg
Data
STS – Container Ship to Shore Gantry Crane
Page 7 of 36
Section D1 – Data sheet No.
Description
6.6.1.4
Torque Rating (Catalog Data)
I
Units NM
6.6.1.5
Required Torque (Calculated)
NM
6.6.1.6
Service Factor
6.6.1.7
Rated Speed (Catalog Data)
6.6.2
Between The Reducer And Drum
6.6.2.1
Manufacture Name
6.6.2.2
Type (Barrel)
6.6.2.3
Model Number
6.6.2.4
Torque Rating (Catalog Data)
6.6.2.5
Required Torque (Calculated)
6.6.2.6
Service Factor
6.7
Ropes
6.7.1
Quantity
6.7.2
Manufacturer
6.7.3
Construction / Type (DIN Standard)
#
2
$ NM
#
2
$
6x36 N/mm²
6.7.4
Wire Breaking Strength (N/Mm²)
6.7.5
Rope Diameter (Mm)
MM
6.7.6
Catalog Breaking Strength
Kg
6.7.7
Calculated Safety Factor
6.8
Rope Drums
6.8.1
Quantity
6.8.2
Pitch Diameter
6.8.3
Pitch Diameter / Rope Diameter
6.8.4
Rope Max Fleet Angle
6.8.5
Bearing Model Number
6.8.6
Bearing Manufacturer
6.8.7
Number Of Dead Loops
6.8.8
Drum Type
6.9
Pulleys
6.9.1
Pitch Diameter
6.9.2
Pitch Diameter / Rope Diameter
6.9.3
Max Fleet Angle
6.10
TRIM SKEW LIST
6.10.1
Trim Operation
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
Specs Data
1770
#
MIN 6
#
2 MM
Deg
2.5
#
3
#
Single Winding drum MM
#
Deg
+/-3 min.
Data
STS – Container Ship to Shore Gantry Crane
Page 8 of 36
Section D1 – Data sheet No.
Description
I
Units
Specs Data
6.10.2
Skew Operation
#
Deg
+/-3 min.
6.10.3
List Operation
#
Deg
+/-3 min.
6.10.4
Combined Operation Angle
Deg
min.12
6.11
Snag System Provided Degree Of Protection With Trim+List+Skew< 9 Deg. Level Of Protection With Trim +List+Skew > 9 Deg.And<12 Deg.
6.11.1 6.11.2 6.12
Rope Re-Reeving System
6.12.1
Quantity
6.12.2
Manufacturer
6.12.3
Model Number
6.13
Auxiliary Hoist (Overhead Service Electrical Cranes)
6.13.1
Quantity
6.13.2
Manufacturer
6.13.3
Model Number
6.13.4
Lift Capacity
6.13.5
Type
6.13.6
Hoist Height
#
YES %
1
%
MIN.50%
$
$ TON
Hoisting Speeds (Low/High)
m/min
7
Trolley Drive System
7.1
Fem Classification Of Mechanism
7.2
Motors
7.2.1
Quantity
7.2.2
Manufacturer
7.2.3
Model Number
7.2.4
Rated Calculated Output
KW
7.2.5
Speed Range
RPM
7.2.6
Type Of Duty And Duty Factor (IEC 60034)
7.2.7
Degree Of Protection (DIN 40050)
7.2.8
Cooling Method (IEC 60034-6)
7.2.9
Weight
7.3
Brakes
7.3.1
Quantity
7.3.2
Type (Disc/Shoe)
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
#
T7-L3-M8
#
min. 4
$
S5-60% IP55 IC 00416/411 KG 4
Data
STS – Container Ship to Shore Gantry Crane
Page 9 of 36
Section D1 – Data sheet No.
Description
I
7.3.3
Release Method
#
THRUSTER
7.3.4
Brake Manufacturer Name
#
Bubenzer
7.3.5
Model Number
$
7.3.6
Disc / Drum Diameter
7.3.7
Torque Rating (Catalog Data)
7.3.8
Required Calculated Torque
7.3.9
Duty Factor (Catalog / Required)
7.3.10
Thruster Manufc. Name
7.3.11
Thruster Manufc. Model Number
7.3.12
Enclosure IP Rating Of The Thruster
7.3.13
Brake Location (Between Motor And Reducer)
7.3.14
Wear Indicator
REQUIRED
7.3.15
Automatic Wear Compensation
REQUIRED
7.3.16
Release Control Proximity Inductive Limit Switch
7.3.17
Hand Operated Emergency Released
7.4
Gear Reducers
7.4.1
Quantity
7.4.2
Manufacturer Name
7.4.3
Model Number
7.4.4
Ratio
7.4.5
Rated Catalogue Power
KW
7.4.6
Required Calculated Power
KW
7.4.7
Service Factor (Calculated)
7.4.8
Weight
7.4.9
Type Of Gears Used (Super,Bevel,Etc.)
7.5
Couplings
7.5.1
Manufacture Name
7.5.2
Type (Elastic,Gear Etc.)
7.5.3
Model Number
7.5.4
Torque Rating (Catalog Data)
NM
7.5.5
Required Torque (Calculated)
NM
7.5.6
Service Factor
7.5.7
Rated Speed (Catalog Data)
7.7
Trolley Wheels
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
Units
Specs Data
MM
2
$ IP55
#
REQUIRED REQUIRED
$
MIN 1.75 Kg
$
2
Data
STS – Container Ship to Shore Gantry Crane
Page 10 of 36
Section D1 – Data sheet No.
Description
7.7.1
Number Of Wheels Per Corner
7.7.2
Number Of Driven Wheels
7.7.3
Type And Standard (DIN Std.)
7.7.4
Material (DIN Std.)
7.7.5
Hardness
7.7.6
Tensile Strength
7.7.7
Diameter
MM
7.7.8
Alignment Of Wheels
Y/N
7.7.9
Bearing Type
7.7.10
Bearing Manufacturer Name
7.8
Trolley Guide Rollers
7.8.1
Number Of Sets / Wheels
7.8.2
Material (DIN Std.)
7.8.3
Hardness
7.8.4
Tensile Strength
7.8.5
Diameter
MM
7.8.6
Alignment Of Guide Rollers
Y/N
7.9
Operator Cabin Wheels
7.9.1
Number Of Sets / Wheels
7.9.2
Material (DIN Std.)
7.9.3
Tensile Strength
7.9.4
Diameter
7.10
Trolley Rails
7.10.1
Rail Section Type / Standard
7.10.2
Rail Manufacture
7.10.3
Rail Material
7.10.4
Rail Tensile Strength
7.10.5
Rail Hardness
7.10.6
Method Of Rail Mounting
7.11
Trolley Buffers
7.11.1
Manufacture Name
7.11.2
Type (Hydraulic / Elastic)
7.11.3
Model Number
7.11.4
Energy Absorption
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
I
Units
#
Specs Data
ALL
RC N/mm²
REQUIRED
RC N/mm²
REQUIRED
Non steel surface N/mm² MM $
N/mm² RC #
WELDED
$ TONxM
Data
STS – Container Ship to Shore Gantry Crane
Page 11 of 36
Section D1 – Data sheet No.
Description
7.11.5
Reaction Forces (100% Speed / 70% Speed)
8
Long Travel Drive System
8.1
Fem Classification Of Mechanism
8.2
Motors
8.2.1
Quantity
8.2.2
Manufacturer
8.2.3
Model Number
8.2.4
Rated Calculated Output
KW
8.2.5
Speed Range
RPM
8.2.6
Type Of Duty And Duty Factor (IEC 60034)
8.2.7
Degree Of Protection (DIN 40050)
8.2.8
Cooling Method (IEC 60034-6)
8.2.9
Weight
8.3
Brakes
8.3.1
Quantity
8.3.2
Type (Disc/Shoe)
8.3.3
Release Method
8.3.4
Brake Manufacturer Name
8.3.5
Model Number
8.3.6
Disc / Drum Diameter
8.3.7
Torque Rating (Catalog Data)
8.3.8
Required Calculated Torque
8.3.9
Duty Factor (Catalog / Required)
8.3.10
Thruster Manufc. Name
8.3.11
Thruster Manufc. Model Number
8.3.12
Enclosure IP Rating Of The Thruster
8.3.13
Brake Location (Between Motor And Reducer)
8.3.14
Wear Indicator
REQUIRED
8.3.15
Automatic Wear Compensation
REQUIRED
8.3.16
Release Control Proximity Inductive Limit Switch
#
REQUIRED
8.3.17
Hand Operated Emergency Released
#
REQUIRED
8.4
Gear Reducers
8.4.1
Quantity
8.4.2
Manufacturer Name
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
I
Units
Specs Data
TONS #
T5-L3-M6
$
S5-40% Ip55 IC 00416/411 KG
#
TRUSTER
$ MM
200% Min
$ IP55
Data
STS – Container Ship to Shore Gantry Crane
Page 12 of 36
Section D1 – Data sheet No.
Description
I
8.4.3
Model Number
$
8.4.4
Ratio
8.4.5
Rated Catalogue Power
KW
8.4.6
Required Calculated Power
KW
8.4.7
Service Factor (Calculated)
8.4.8
Weight
8.4.9
Type Of Gears Used (Spur,Bevel Etc.)
8.5
Couplings
8.5.1
Manufacture Name
8.5.2
Type (Elastic, Gear Etc.)
8.5.3
Model Number
8.5.4
Torque Rating (Catalog Data)
NM
8.5.5
Required Torque (Calculated)
NM
8.5.6
Service Factor
8.5.7
Rated Speed (Catalog Data)
8.6
Cardan Shaft (If Used)
8.6.1
Manufacturer Name
8.6.2
Model Number
8.6.3
Torque Rating (Catalog Data)
NM
8.6.4
Required Torque (Calculated)
NM
8.6.5
Service Factor
8.6.6
Rated Speed (Catalog Data)
8.7
Wheels
8.7.1
Number Of Wheels Per Corner – WS/Ls
8.7.2
Number Of Driven Wheels
8.7.3
Type And Standard (DIN Std.)
8.7.4
Material (DIN Std.)
8.7.5
Hardness
8.7.6
Tensile Strength
8.7.7
Diameter
MM
8.7.8
Alignment Of Wheels / Bogies / Equalizers
Y/N
8.7.9
Bearing Type
8.7.10
Bearing Manufacturer Name
8.8
Buffers (Gantry)
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
Units
Specs Data
1.4 MIN Kg
$
1.75Min
$
2.5
#
min. 50%
RC N/mm²
Data
STS – Container Ship to Shore Gantry Crane
Page 13 of 36
Section D1 – Data sheet No.
Description
8.8.1
Manufacture Name
8.8.2
Type
#
8.8.3
Model Number
$
8.8.4
Energy Absorption
8.8.5
Reaction Forces (100% Speed / 70% Speed)
8.9
Miscellaneous
8.9.1
Scrapers
Y/N
REQUIRED
8.9.2
Drop Blocks Provided
Y/N
REQUIRED
8.9.3
Storm Brakes
8.9.3.1
Quantity
8.9.3.2
Type
8.9.3.3
Brake Manufc. Name
8.9.3.4
Brake Manufc. Model Number
8.9.3.5
Thruster Manufc.Name
8.9.3.6
Thruster Manufc.Model Number
8.9.3.7
Enclosure IP Rating Of Thruster
8.9.4
Storm Pin
8.9.4.1
Quantity
8.9.4.2
Release Method
9
Boom Hoist Drive System
9.1
Fem Classification Of Mechanism
9.2
Motors
9.2.1
Quantity
9.2.2
Manufacturer
9.2.3
Model Number
9.2.4
Rated Calculated Output
KW
9.2.5
Speed Range
RPM
9.2.6
Type Of Duty And Duty Factor (IEC 60034)
9.2.7
Degree Of Protection (DIN 40050)
9.2.8
Cooling Method (IEC 60034-6)
9.2.9
Weight
9.3
Brakes
9.3.1
Brake On The Drive
9.3.1.1
Quantity
9.3.1.2
Type (Disc/Shoe)
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
I
Units
Specs Data
Hydraulic
TONxM TONS
#
REQUIRED
#
WEDGE
$
$ IP55 #
2
#
T5-L3-M6
$
S5-25% IP23 IC 06/416 KG
Data
STS – Container Ship to Shore Gantry Crane
Page 14 of 36
Section D1 – Data sheet No.
Description
I
9.3.1.3
Release Method
#
Units
Specs Data THRUSTER
9.3.1.4
Brake Manufacturer Name
#
Bubenzer
9.3.1.5
Model Number
$
9.3.1.6
Disc / Drum Diameter
9.3.1.7
Torque Rating (Catalog Data)
9.3.1.8
Required Calculated Torque
9.3.1.9
Duty Factor (Catalog / Required)
9.3.1.10
Thruster Manufc. Name
9.3.1.11
Thruster Manufc. ,Model Number
9.3.1.12
Enclosure IP Rating Of The Thruster
9.3.1.13
Brake Location (Between Motor And Reducer)
9.3.1.14
Wear Indicator
REQUIRED
9.3.1.15
Automatic Wear Compensation
REQUIRED
MM
200%Min
$ IP55
9.3.1.17
Release Control Proximity Inductive Limit Switch Hand Operated Emergency Released
9.3.2
Emergency Brake On The Drum
9.3.2.1
Quantity
9.3.2.2
Type (Band / Disc / Shoe)
9.3.2.3
Release Method (ElecMagnet/Thruster/Hydraulic)
9.3.2.4
Brake Manufacturer Name
9.3.2.5
Model Number
9.3.2.6
Disc / Drum Diameter
9.3.2.7
Torque Rating (Catalog Data)
9.3.2.8
Required Calculated Torque
9.3.2.9
Duty Factor (Catalog / Required)
9.3.2.10
Thruster Manufc.Name
9.3.2.11
Thruster Manufc.Model Number
9.3.2.12
Enclosure IP Rating Of The Thruster
9.3.2.13
Wear Indicator
9.3.2.14
Automatic Wear Compensation
9.3.2.15
Release Control Micro Switch
REQUIRED
9.3.2.16
Hand Operated Emergency Released
REQUIRED
9.4
Gear Reducer
9.3.1.16
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
#
REQUIRED REQUIRED
#
min. 1
THRUSTER
$ MM
$ IP55
Data
STS – Container Ship to Shore Gantry Crane
Page 15 of 36
Section D1 – Data sheet No.
Description
9.4.1
Quantity
9.4.2
Manufacturer Name
9.4.3
Model Number
9.4.4
Ratio
9.4.5
Rated Catalogue Power
KW
9.4.6
Required Calculated Power
KW
9.4.7
Service Factor (Calculated)
9.4.8
Weight
9.4.9
Type Of Gears Used (Spur,Bevel.Etc)
9.5
Couplings
9.5.1
Couplings – Between Motor And Reducer
9.5.1.1
Manufacture Name
9.5.1.2
Type (Elastic, Gear Etc.)
9.5.1.3
Model Number
9.5.1.4
Torque Rating (Catalog Data)
NM
9.5.1.5
Required Torque (Calculated)
NM
9.5.1.6
Service Factor
9.5.1.7
Rated Speed (Catalog Data)
9.5.2
Couplings Between Reducer And Drum
9.5.2.1
Manufacture Name
9.5.2.2
Type (Barrel) Model Number
I
Required Torque (Calculated)
9.5.2.4
Service Factor
9.6
Ropes
9.6.1
Quantity
9.6.2
Manufacturer
9.6.3
Construction / Type (DIN Standard)
1.4 MIN Kg
$
1.75Min
$ NM
1.75
$
6x36 N/mm²
9.6.4
Wire Breaking Strength (Kg,Mm²)
9.6.5
Rope Diameter (Mm)
MM
9.6.6
Catalog Breaking Strength
Kg
9.6.7
Calculated Safety Factor
9.7
Rope Drums
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
Specs Data
$
Torque Rating (Catalog Data) 9.5.2.3
Units
#
1770
min. 8
Data
STS – Container Ship to Shore Gantry Crane
Page 16 of 36
Section D1 – Data sheet No.
Description
9.7.1
Quantity
9.7.2
Pitch Diameter
9.7.3
Pitch Diameter / Rope Diameter
9.7.4
Rope Max Fleet Angle
9.7.5
Bearing Model Number
9.7.6
Bearing Manufacturer
9.7.7
Number Of Dead Loops
I
Units
Specs Data
MM
Deg
2.5
#
min. 3
#
Single Winding drum
9.7.8
Drum Type
9.8
Pulleys
9.8.1
Pitch Diameter
9.8.2
Pitch Diameter / Rope Diameter
9.8.3
Max Fleet Angle
10
Miscellaneous
10.1
E-Room And Air Conditioning
10.1.1
E-Room Size (Width X Depth X Height)
10.1.2
Walls Insulation Material
10.1.3
Noise Level During Operation
10.1.3.1
Noise Level In Quiet Room During Operation
#
Db(A)
65 Max.
10.1.3.2
Noise Level In Drive Area During Operation
#
Db(A)
75 Max.
10.1.4
Air-Conditioning Unit Provided
10.1.4.1
A/C Manufacturer
10.1.4.2
Quantity (Sets)
10.1.4.3
Cooling Capacity (Each)
10.2
Central Automatic Lubrication System
10.2.1
Manufacturer
10.2.2
Pump Model Number
$
10.2.3
Distribution Valve Model Number
$
10.2.4
List Of Point Connected
10.2.4.1
Trolley Wheels
YES/NO
10.2.4.2
Guide Rollers
YES/NO
10.2.4.3
Drum Bearing
YES/NO
10.2.4.4
Sheaves
YES/NO
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
MM
Deg
2.5
M
REQUIRED
2 BTU/H
Data
STS – Container Ship to Shore Gantry Crane
Page 17 of 36
Section D1 – Data sheet No.
Description
10.2.4.5
Others
10.3
Fire Fighting System (F.F.S)
10.3.1
Manufacturer
10.3.2
Model Number
10.3.3
Detector Manufacturer
10.3.4
Control Panel Manufacturer
10.4
Public Address System
10.4.1
Manufacturer
10.4.2
Model Number
10.4.3
Output
10.4.4
Vibration Resistance
10.5
Cancelled
10.6
Intercommunication System
10.6.1
Manufacturer
10.6.2
Model Number
10.6.3
Number Of Stations
10.7
Lights
10.7.1
Work Areas Floodlights acc. To requirements chapter 4.15.5 from Attachment A - section B
10.7.1.1
Manufacturer
10.7.1.2
Model number
10.7.1.3
Quantity Provided (Under The Boom / On The Gantry / At The Cab)
10.7.1.4
Bulb Rating
10.7.1.5
Illumination between the crane legs
#
min. 150 lux
10.7.1.6
Illumination under the crane structure on adjacent areas of 30m on both sides of the Boom.
#
min. 70 lux
10.7.2
Stairs And Walkways Light Fixtures
10.7.2.1
Manufacturer
10.7.2.2
Model Number
10.7.2.3
Bulb Rating
10.7.3
Emergency Lights
10.7.3.1
Manufacturer
10.7.3.2
Model Number
10.7.3.3
Bulb Rating
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
I
Units
Specs Data
$
$ WATT YES
$
$
WATT
$ WATT
$ WATT
Data
STS – Container Ship to Shore Gantry Crane
Page 18 of 36
Section D1 – Data sheet No.
Description
10.8
U.P.S
10.8.1
Manufacturer
10.8.2
Model Number
10.8.3
Rating
10.8.4
Vibration Resistance
10.9
Over Load And Slack Rope System
10.9.1
Manufacturer
10.9.2
Model Number
$
10.9.3
Continuous Digital Signals
#
10.10
Anti-Collision System
10.10.1
Gantry Anti-Collision
10.10.1.1
Manufacturer
10.10.1.2
Model Number
10.10.1.3
Type
#
Laser
10.10.1.3
Quantity
#
min. 4
10.10.2
Boom Vessel Anti-Collision
10.10.2.1
Manufacturer
10.10.2.2
Model Number
$
10.10.2.3
Type
#
10.10.2.4
Quantity
10.11
Sway Stop System
10.11.1
Manufacturer
10.11.2
Model Type
10.11.3
Transmitter / Receiver / Camera Types
10.11.4
Type of operation (prevention of Sway)
10.12
E-Chain Cabling System For Trolley
10.12.1
Manufacturer
10.12.2
Model Number
10.12.3
Mounting Brackets And Tow Arm
10.12.3.1
Bracket Steel Type
10.12.3.2
Guiding Trough Steel Type
10.12.3.3
Floating Tow Arm
10.12.3.4
Floating Tow Arm Steel Type
10.12.4
Chain Components
10.12.4.1
Integrated Rollers
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
I
Units
Specs Data
$ KVA YES
YES
$
Radar
$ #
Continues
$ #
AISI 316 (V4A) AISI 316 (V4A)
#
YES AISI 316 (V4A)
#
YES
Data
STS – Container Ship to Shore Gantry Crane
Page 19 of 36
Section D1 – Data sheet No.
Description
10.12.4.2
Rollers Bearings Made Of Stainless Steel
YES
10.12.4.3
Glide Shoes
NO
10.12.4.4
Chain Bending Radius
10.13
Passenger Lift
10.13.1
Manufacturer
10.13.2
Model Number
10.13.3
Cabin Size (Capacity / No Of Persons)
10.13.4
Speeds – High / Low
10.13.5
Service Company In Israel Experience Of The Service Company In Israel
10.13.6 10.14
Power Cable Reel
10.14.1
Manufacturer
10.14.2
Model Number
10.14.3
Drive Type
10.14.4
Total Length Of Reeled Cable
10.14.5
Maximum Crane Speed For Which The Reel Is Designed
10.14.6
Maximum Crane Acceleration For Which The Reel Is Designed
10.14.7
Inverter
10.14.7.1
Inverter Manufacturer
10.14.7.2
Inverter Type
10.14.7.3
Inverter Rated Power
10.14.8
Motor
10.14.8.1
Motor Manufacturer
10.14.8.2
Motor Type
10.14.8.3
Motor Rated Power
10.14.8.4
Motor Duty Factor (IEC 60034)
10.14.8.5
Motor Degree of protection (IEC 60529)
10.15
Spreader Cable Reel
10.15.1
Manufacturer
10.15.2
Model Number
10.15.3
Drive Type
10.15.3.1
Cable Reel Organizer (Guided) / Spiral (single row)
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
I
Units
Specs Data
mm
$
#
KG
300 Min
years
>=3 years
$
M M/MIN
S5-40% IP
$
Spiral
Data
STS – Container Ship to Shore Gantry Crane
Page 20 of 36
Section D1 – Data sheet No.
Description
10.15.4
Total Length Of Reeled Cable
I
Units
10.15.5
Maximum Designed Hoist Speed
m/min
10.15.6
Maximum Designed Hoist Acceleration
m/min
10.15.7
Inverter
10.15.7.1
Inverter Manufacturer
10.15.7.2
Inverter Type
10.15.7.3
Inverter Rated Power
10.15.8
Motor
10.15.8.1
Motor Manufacturer
10.15.8.2
Motor Type
10.15.8.3
Motor Rated Power
10.15.8.4
Motor Degree of protection (IEC 60529)
10.16
Auxiliary Transformer
10.16.1
Manufacturer
10.16.2
Model Number
10.16.3
Nominal Voltage – Primary
VOLT
10.16.4
Nominal Voltage – Secondary
VOLT
10.16.5
Rated Power
KVA
10.16.6
Insulation Class Primary/Secondary
10.16.7
Installation Indoor/Outdoor
10.16.8
Degree Of Protection (IP)
11
Cabins
11.1
Operator's Cabin
11.1.1
Size (Width X Depth X Height)
11.1.2
Material Of Construction
11.1.3
Floor Area (Net)
11.1.4
Type Of Glass
11.1.5
Specs Data
m
IP
$
F
M
#
m²
min. 6.5
Noise Lever During Operation
#
Db(A)
Max. 65
11.1.6
Air Conditioning Unit
#
11.1.6.1
A/C Manufacturer
11.1.6.2
A/C Model Number
11.1.6.3
Cooling Capacity
11.1.7
Operator's Chair
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
REQUIRED
$ BTU/H
Data
STS – Container Ship to Shore Gantry Crane
Page 21 of 36
Section D1 – Data sheet No.
Description
11.1.7.1
Manufacturer
11.1.7.2
Model Number
11.1.7.3
Adjustment Features
11.1.7.4
Master Controller Type
11.2
Controller's Cabin
11.2.1
Size (Width X Depth X Height)
11.2.2
Material Of Construction
11.2.3
Floor Area (Net)
11.2.4
Type Of Glass
11.2.5
Air Conditioning Unit
11.2.5.1
A/C Manufacturer
11.2.5.2
A/C Model Number
11.2.5.3
Cooling Capacity
11.2.6
Controller's Chair
11.2.6.1
Manufacturer
11.2.6.2
Model Number
11.2.6.3
Adjustment Features
11.2.7
Quay Level Entrance
12
Electrical System
12.1
Electrical System Sub Contractor
12.2
Power Supply System
12.2.1
Supply Voltage
12.2.2
Power Cable (On Reel)
12.2.2.1
Cable Manufacturer
12.2.2.2
Cable Model
12.2.2.3
Rated Voltage
KV
12.2.2.4
Overall Diameter
MM
12.2.2.5
Weight Per Meter
KG/M
12.2.2.6
Minimum Bending Radius
12.2.2.7
Maximum Tensile Load
N/mm²
12.2.2.8
Maximum Allowed Speed
M/MIN
12.2.2.9
Cable Length
12.2.2.10
Conductors Size – Phase / Ground
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
I
Units
Specs Data
$
m
m²
4,0 Min
REQUIRED
$ BTU/H
$
#
REQUIRED
KV
10
(N) TSCGECWOEUS
$
10
MM
M mm²
70/35
Data
STS – Container Ship to Shore Gantry Crane
Page 22 of 36
Section D1 – Data sheet No.
Description
I
12.2.2.11
Number Of Fiber Optic Cores 50/125
#
12.2.2.12
Max Permissible Temperature At The Conductors
12.2.2.13
Insulation Material
12.3
H.V. Switchgear & Circuit Breaker
12.3.1
High Voltage Switchgear
12.3.1.1
Quantity Of Cubicles
12.3.1.2
Enclosure IP Rating
12.3.1.3
Manufacturer
12.3.1.4
Model Number
12.3.1.5
Units
Specs Data min. 6
C Deg
90
Rated Voltage
KV
12KV
12.3.1.6
Rated Impulse Withstand Voltage (Bil)
KV
75KV
12.3.1.7
Main Bus Continuous Amps
A
min. 750A
12.3.1.8
Rated Peak withstand Current
KA
Min. 50KA
12.3.1.9
Rated Short – Time Current 1.Sec
KA
20KA
12.3.1.10
Overload Protection Relay
12.3.1.10.1
Manufacturer
12.3.1.10.2
Model Number
12.3.2
High Voltage Circuit Breaker
12.3.2.1
Manufacturer
12.3.2.2
Model Number
12.3.2.3
Rated Voltage
KV
12
12.3.2.4
Rated Current
A
630
12.3.2.5
Rated Short-Circuit Making Current
KA
12.3.2.6
Rated Short-Circuit Breaking Current
KA
12.3.2.7
Rated Peak Withstand Voltage
KV
12.3.3
Earthling Switch
12.3.3.1
Manufacturer
12.3.3.2
Model Number
12.3.4
Measuring System
12.3.4.1
Voltage Transformers: Model Number
$
12.3.4.2
Current Transformers: Model Number
$
12.4
Power Transformer
12.4.1
Manufacturer
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
$
$
$
$
Vacuum / SF6
Data
STS – Container Ship to Shore Gantry Crane
Page 23 of 36
Section D1 – Data sheet No.
Description
I
12.4.2
Model Number
$
Units
Specs Data
12.4.3
Hv / Lv Windings
#
12.4.4
Nominal System Voltage-Primary
#
VOLT
Min. 10 KV
12.4.5
Nominal System Voltage-Secondary (For Drives)
#
VOLT
Min. 400
12.4.6
Secondary Voltage For Auxiliaries
#
VOLT
400
12.4.7
Tap Changer
12.4.8
Vector Group
12.4.9
Basic Impulse Insulation Level (Bil)
12.4.10
Rated Output (At 45 C)
#
12.4.11
Insulation Class: Primary / Secondary
#
12.4.12
Uk
12.4.13
COPPER
+/-4x2.5% #
DY5Dd0 KV
75
KVA
2000 MIN F
%
5-6
Routine Test
Y/N
REQUIRED
12.4.14
Vibration Resistance
Y/N
REQUIRED
12.4.15
Paint System
12.4.16
Thermistors Warning & Shut Down Provided
12.4.17
Losses: No-Load per 2200KVA / Load per 1000KVA
KW
4.6 / 12
12.5
Low Voltage Distribution System
12.5.1
Cubicles:
12.5.1.1
Cubicles Degree Of Protection (IEC 60529)
min. IP 23
12.5.1.2
Outdoor cubicle Degree Of Protection (IEC 60529)
min. IP 65
12.5.2
Main Motorized Circuit Breaker
12.5.2.1
Manufacturer
12.5.2.2
Model Number
12.5.2.3
Voltage Rating
12.5.2.4
Current Rating (Continuous At 45 C)
12.5.2.5
Breaking Capacity (400V)
KA
12.5.2.6
Short-Circuit Current (1 Sec)
KA
12.5.2.7
Mechanical Life (Make-Break Operations)
12.5.2.8
Maximum Switching Frequency
12.5.2.9
Operating Mechanism Manual / Motorized Stored Energy
12.5.2.10
Trip (Release) Devices: Over-Current / Shunt
12.5.3
Low Voltage Main Contactor
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
$ VOLT A
OPS/H Motorized
Data
STS – Container Ship to Shore Gantry Crane
Page 24 of 36
Section D1 – Data sheet No.
Description
12.5.3.1
Manufacturer
12.5.3.2
Model Number
12.5.3.3
Rated Current
12.5.3.4
Mechanical Life (Operations)
12.5.3.5
Maximum Switching Frequency
12.6
Hoist Drive Inverter Unit
12.6.1
Manufacturer
$
12.6.2
Quantity
#
12.6.3
Rated Input Voltage
12.6.4
Rated Output Voltage
V
12.6.5
Rated Output Current
A
12.6.6
Max Allowed Load Current (1 Min)
A
12.6.7
Model Number-Type
12.6.8
Dedicated Unit For Hoist Only
12.6.9
Max Allowed Load Current (300 Sec)
12.7
Trolley Drive Inverter Unit
12.7.1
Manufacturer
12.7.2
Quantity
12.7.3
`Rated Input Voltage
V+/-%
12.7.4
Rated Output Voltage
V
12.7.5
Rated Output Current
A
12.7.6
Max Allowed Load Current (1 Min)
A
12.7.7
Model Number-Type
12.7.8
Dedicated Unit For Trolley Only
12.8
Gantry Drive Inverter Unit
12.8.1
Manufacturer
12.8.2
Quantity
12.8.3
Rated Input Voltage
12.8.4
Rated Output Voltage
V
12.8.5
Rated Output Current
A
12.8.6
Max Allowed Load Current
A
12.8.7
Model Number-Type
12.8.8
Dedicated Unit For Gantry Only
12.9
Boom Hoist Drive Inverter Unit
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
I
Units
Specs Data
$ A
OPS/H
min. 2 V+/-%
$ YES/NO
YES
A $
#
min. 2
$ YES/NO
YES
$
#
min. 2 V+/-%
$ YES/NO
YES
Data
STS – Container Ship to Shore Gantry Crane
Page 25 of 36
Section D1 – Data sheet No.
Description
12.9.1
Manufacturer
I
Units
12.9.2
Quantity
12.9.3
Rated Input Voltage
12.9.4
Rated Output Voltage
V
12.9.5
Rated Output Current
A
12.9.6
Max Output Current (1 Min)
A
12.9.7
Model Number-Type
12.9.8
Dedicated Unit For Boom Hoist Only
12.10
Hoist Drive Motors
12.10.1
General Details:
12.10.1.1
Quantity
12.10.1.2
Manufacturer
12.10.2
Catalogue Data:
Specs Data
V+/-%
$ YES/NO
YES
$
Data In This Section Should Be Taken Out From The Motor Catalog Without Any Changes 12.10.2.1
Model Number-Type
12.10.2.2
Continuous Output
12.10.2.3
At Temp
`C
12.10.2.4
Rated Voltage
V
12.10.2.5
Rated Speed
12.10.2.6
Rated Current
12.10.2.7
Nominal Torque
Kg-M
12.10.2.8
Maximum, Torque
Kg-M
12.10.2.9
Efficiency
12.10.3
Type Of Construction
12.10.3.1
Design (Din 42950 4.64)
12.10.3.2
Degree Of Protection (Din 40050)
12.10.3.3
Frame Size
12.10.3.4
Insulation Class "F"
12.10.3.5
Cooling Method (IEC 60034-6)
12.10.3.6
Coating Finish
12.10.3.7
Net Weight
12.10.4
Attachments
12.10.4.1
Pulse Generator
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
KW
RPM A
%
IP 23
YES/NO
F
SPECIAL Kg
Data
STS – Container Ship to Shore Gantry Crane
Page 26 of 36
Section D1 – Data sheet No.
Description
12.10.4.1.1
Manufacture
12.10.4.1.2
Model Number
12.10.4.1.3
Pulses Per Revolution
12.10.4.1.4
I
Units
Specs Data
Output Voltage
V
24
12.10.4.1.5
Protection
IP
66
12.10.4.2
Over speed Limit Switch
12.10.4.2.1
Manufacture
12.10.4.2.2
Model Number
12.10.4.3
Blower Motor-Internal Air (If Applicable)
12.10.4.3.1
Manufacture
12.10.4.3.2
Model Number-Type
12.10.4.3.3
Rated Output
12.10.4.4
Blower Motor Outside Air (If Applicable)
12.10.4.4.1
Manufacture
12.10.4.4.2
Model Number Type
12.10.4.4.3
Rated Output
12.10.4.4.4
Cooling Air Filter
12.10.5
Temp Sensor
$
$
$ KW
$ KW
Catalogue Data Derated To: 45`C Ambient Temp:Class "F->B" Insulation:Dutty Factor S5-60% 12.10.5.1
Calculated Rated Output
12.10.5.2
Rated Current
12.10.5.3
Staring Current / Rated Current
12.10.5.4
Duty Factor
12.10.5.5
Starts Per Hour
12.10.5.6
Voltage Operating Range
12.10.5.7
KW A 1.42 S5-46%
V
0-400
Speedrange (At Constant Torque)
RPM
0-400
12.10.5.8
Speed Range (In Field Weakening)
RPM
700-1583
12.10.5.9
Rated Torque
Kg-M
12.11
Trolley Drive Motors
12.11.1
General Details
12.11.1.1
Quantity
12.11.1.2
Manufacturer
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
$
Data
STS – Container Ship to Shore Gantry Crane
Page 27 of 36
Section D1 – Data sheet No.
Description
12.11.2
Catalogue Data:
I
Units
Specs Data
Data In This Section Should Be Taken Out From The Motor Catalog Without Any Changes 12.11.2.1
Model Number-Type
12.11.2.2
Continuous Output
KW
27
12.11.2.3
At Temp
`C
50
12.11.2.4
Rated Voltage
V
400
12.11.2.5
Rated Speed
RPM
1493
12.11.2.6
Rated Current
A
73
12.11.2.7
Nominal Torque
Kg-M
348
12.11.2.8
Maximum Torque
Kg-M
1498
12.11.2.9
Efficiency
%
91
12.11.3
Type Of Construction:
12.11.3.1
Design (Din 42950 4.64)
12.11.3.2
Degree Of Protection (Din 40050)
IP
55
12.11.3.3
Frame Size
12.11.3.4
Insulation Class "F"
YES/NO
F
12.11.3.5
Cooling Method (IEC 60034-6)
12.11.3.6
Coating Finish
12.11.3.7
Net Weight
12.11.4
Attachments
12.11.4.1
Pulse Generator
12.11.4.1.1
Manufacture
12.11.4.1.2
Model Number
12.11.4.1.3
Pulses Per Revolution
12.11.4.1.4
Output Voltage
12.11.4.1.5
Protection
12.11.4.2
Blower Motor-Outside Air (If Applicable)
12.11.4.2.1
Manufacture
12.11.4.2.2
Model Number-Type
12.11.4.2.3
Rated Output
12.11.4.3
Blower Motor – Outside Air (If Applicable)
12.11.4.3.1
Manufacture
12.11.4.3.2
Model Number-Type
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
SPECIAL KG
Hubner $ 1024 FO 50/125µ IP
$ KW
$
66
Data
STS – Container Ship to Shore Gantry Crane
Page 28 of 36
Section D1 – Data sheet No.
Description
12.11.4.3.3
Rated Output
I
Units
12.11.4.3.4
Cooling Air Filter
12.11.4.3.5
Temp. Sensor
12.11.4.3.6
Heater
12.11.5
Calculated Operating Conditions Catalog Data Dreaded To: 45`C Ambient Temp: Class "F">B Insulation: Duty Factor S560%
12.11.5.1
Calculated Rated Output
12.11.5.2
Rated Current
12.11.5.3
Starting Current / Rated Current
12.11.5.4
Duty Factor
12.11.5.5
Starts Per Hour
12.11.5.6
Voltage Operating Range
12.11.5.7
Speed Range (At Constant Torque)
RPM
12.11.5.8
Rated Torque
Kg-M
12.12
Gantry Drive Motors
12.12.1
General Details
12.12.1.1
Quantity
12.12.1.2
Manufacturer
12.12.2
Catalogue Data:
Specs Data
KW Y/N
KW A S5 – 33% Cont. per hour 34 V
400
$
Data In This Section Should Be Taken Out From The Motor Catalog Without Any Changes 12.12.2.1
Model Number-Type
12.12.2.2
Continuous Output
12.12.2.3
At Temp.
`C
50`C
12.12.2.4
Rated Voltage
V
400
12.12.2.5
Rated Speed
12.12.2.6
Rated Current
12.12.2.7
Nominal Torque
Kg-M
12.12.2.8
Maximum Torque
Kg-M
12.12.2.9
Efficiency
12.12.3
Type Of Construction:
12.12.3.1
Design (Din 42950 4.64)
12.12.3.2
Degree Of Protection (Din 40050)
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
KW
RPM A
%
IP 55
Data
STS – Container Ship to Shore Gantry Crane
Page 29 of 36
Section D1 – Data sheet No.
Description
12.12.3.3
Frame Size
12.12.3.4
Insulation Class "F"
12.12.3.5
Cooling Method (IEC 60034-6)
12.12.3.6
Coating Finish
12.12.3.7
Net Weight
12.12.4
Attachments
12.12.4.1
Pulse Generator
12.12.4.1.1
Manufacture
12.12.4.1.2
Model Number
12.12.4.1.3
Pulses Per Revolution
12.12.4.1.4
Output
12.12.4.1.5
Protection
12.12.4.2
Heater
12.12.5
Calculated Operating Conditions: Catalogue Data Deraded To: 45`C Ambient Temp: Class "F">B" Insulation: Duty Factor S5-40%
12.12.5.1
Calculated Rated Output
12.12.5.2
Rated Current
12.12.5.3
Starting Current * Rated Current
12.12.5.4
Duty Factor
12.12.5.5
Starts Per Hour
12.12.5.6
Voltage Operating Range
12.12.5.7
Speed Range (At Constant Torque)
RPM
12.12.5.8
Rated Torque
Kg-M
12.13
Boom Hoist Drive Motor
12.13.1
General Details
12.13.1.1
Quantity
12.13.1.2
Manufacturer
12.13.2
Catalogue Data: Data In This Section Should Be Taken Out From The Motor Catalog Without Any Changes.
12.13.2.1
Model Number-Type
12.13.2.2
Continuous Output
12.13.2.3
At Temp.
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
I
Units
Specs Data
YES/NO
F
SPECIAL KG
Hubner $ 1024 FO 50/125µ IP
66
KW A
S2-20% 300 V
400
KW `C
50
Data
STS – Container Ship to Shore Gantry Crane
Page 30 of 36
Section D1 – Data sheet No.
Description
12.13.2.4
Rated Voltage
12.13.2.5
Rated Speed
12.13.2.6
Rated Current
12.13.2.7
Nominal Torque
Kg-M
12.13.2.8
Maximum Torque
Kg-M
12.13.2.9
Efficiency
12.13.3
Type Of Construction:
12.13.3.1
Design (Din 42950 4.64)
12.13.3.2
Degree Of Protection (Din 40050)
12.13.3.3
Frame Size
12.13.3.4
Insulation Class "F"
12.13.3.5
Cooling Method (IEC 60034-6)
12.13.3.6
Coating Finish
12.13.3.7
Net Weight
12.13.4
Attachments
12.13.4.1
Pulse Generator
12.13.4.1.1
Manufacture
12.13.4.1.2
Model Number
12.13.4.1.3
Pulses Per Revolution
12.13.4.1.4
Output Voltage
12.13.4.1.5
Protection
12.13.4.2
Temp.Sensor
12.13.4.3
Heater
12.13.5
Calculated Operating Conditions: Catalogue Data Derated To 45`C Ambient Temp: Class "F>B" Insulation: Duty Factor S525%
12.13.5.1
Calculated Rated Output
12.13.5.2
Rated Current
12.13.5.3
Starting Current / Rated Current
12.13.5.4
Duty Factor
12.13.5.5
Starts Per Hour
12.13.5.6
Voltage Operating Range
12.13.5.7
Speed Range (At Constant Torque)
RPM
1775
12.13.5.8
Rated Torque
Kg-M
1022
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
I
Units
Specs Data
V
400
RPM A
%
94
IMB3
225mm YES/NO
F
SPECIAL KG
575Kg
Hubner $ 1024 FO 50/125µ IP
66
KW A S2 – 20%
V
Data
STS – Container Ship to Shore Gantry Crane
Page 31 of 36
Section D1 – Data sheet No.
Description
12.15
Programmable Logic Controller (PLC)
12.15.1
Manufacturer
12.15.2
Model Number
12.15.3
Power Supply
VAC+/-%
12.15.4
Input Voltages
V
12.15.5
Output Voltages
V
12.15.6
Memory Capacity
12.15.7
Maximum No. Of Inputs
12.15.8
Maximum No. Of Outputs
12.15.9
Remote I/O Bus (Type)
12.15.10
Industrial Unit
12.16
Programming Plc Unit:
12.16.1
Model Number
12.16.2
Manufacturer
12.16.3
Programming Language
12.16.4
Processor Type
12.16.5
Ram Capacity
MBYTES
12.16.6
Industrial Unit
Y/N
12.16.7
Hard Disk Capacity
12.17
Crane management System (CMS)
12.17.1
Manufacturer
12.17.2
Operation System
12.17.3
Hardware .P.C Processor Model
12.17.3.1
PC Manufacture
12.17.3.2
Model Number
12.17.3.3
Industrial Type
12.17.3.4
Processor Type
12.17.3.5
Processor Speed
MHz
12.17.3.6
Ram Capacity
MB
12.17.3.7
Hard Disk Capacity
12.17.4
Monitor
12.17.4.1
Manufacturer
12.17.4.2
Type
LCD
12.17.4.3
Size
MIN.20"
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
I
Units
Specs Data
$
Y/N
Y
$
Y
$ Y/N
Data
STS – Container Ship to Shore Gantry Crane
Page 32 of 36
Section D1 – Data sheet No.
Description
12.18
Cables And Wires
I
Units
Specs Data
Indicate If Selection Of Cables Is According To The Specifications, Section B Para 4.4 12.18.1
Cable Outside Cubicles:
12.18.1.1
Manufacturer
12.18.1.2
Model Number
12.18.2
Low Voltage Wires Inside Cubicles:
12.18.2.1
Manufacturer
12.18.2.2
Model Number
12.18.3
Flood Lighting Fixtures Wires:
12.18.3.1
Manufacturer
12.18.3.2
Model Number
12.18.4
Spreader Cable
12.18.4.1
Manufacturer
12.18.4.2
Model Number
12.18.4.3
Number Of Conductors
12.18.4.4
Tensile Strength - Max. Continues Safe Reeling Tension
N
min. 6500
12.18.4.5
Rated Voltage
V
600
12.18.4.6
Test Voltage
KV
3.5
12.18.5
E-Chain Control Cables
12.18.5.1
Manufacturer
12.18.5.2
Model Number
12.18.6
E-Chain Power Cables
12.18.6.1
Manufacturer
12.18.6.2
Model Number
$
12.18.6.3
Shielded Motor Power Cables
#
12.18.7
E-Chain Data Transfer Cables
12.18.7.1
Manufacturer
12.18.7.2
Model Number
$
12.18.7.3
Shielded Cables
#
12.18.7
E-Chain Fiber Optic Cables
12.18.7.1
Manufacturer
12.18.7.2
Model Number
12.19.8
General Data Transfer Cables
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
$
$
$
$
#
$
$
YES
YES
Data
STS – Container Ship to Shore Gantry Crane
Page 33 of 36
Section D1 – Data sheet No.
Description
12.19.8.1
Manufacturer
12.19.8.2
Model Number – Type
$
12.19.8.3
Shielded Cables
#
12.20
Limit Switches
12.20.1
Mechanical Limit Switches – Lever Type
12.20.1.1
Manufacture
12.20.1.2
Model Number
12.20.1.3
Enclosure Protection
12.20.2
Mechanical Limit Switches-Rotary Type
12.20.2.1
Manufacture
12.20.2.2
Model Number
12.20.2.3
Enclosure Protection
12.20.3
Proximity Limit Switches
12.20.3.1
Manufacture
12.20.3.2
Model Number
12.20.3.3 13
Enclosure Protection OCR - Optical Character Recognition System For Identifying Containers Under The Crane See Section B Para 4.4
13.1
Manufacture
13.2
Model Number
13.3
OCR Camera's
13.3.1
Camera Manufacturer
13.3.2
Camera Model Number
13.3.3
Camera Resolution
13.3.4
Quantity Of Camera's
13.3.5
Camera Degree Of Protection
13.3.6
Vibration Resistance
Y/N
13.3.7
Automatic Focus
Y/N
13.3.8
All Camera's In Solid Cases For Harsh Environment Condition
13.4
OCR Processor
13.4.1
Automatic Ocr Recognition Without Interrupting The Crane Operation
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
I
Units
Specs Data
YES
$ IP
66
IP
66
IP
66
pixels
1920x1080
$
$
$
min. IP67 YES
#
Y/N
YES
#
Y/N
YES
Data
STS – Container Ship to Shore Gantry Crane
Page 34 of 36
Section D1 – Data sheet No.
Description
Units
Specs Data
13.4.2
Read Iso 6346 Format Including Check Digit Verification
I
Y/N
YES
13.4.3
Handle Container Sizes: 20,40, Twin (2X20)
Y/N
YES
13.4.4
Reading Accuracy
13.4.5
Fiber Optic Connection To Crane Local Network
13.4.6
Output Specification:
13.4.6.1
% Y/N
YES
Container Id
Y/N
YES
13.4.6.2
Iso Code
Y/N
YES
13.4.6.3
Image Capture Record
Y/N
YES
13.4.6.4
Damage Image Inspection Record (Multiple Images From Individual Cameras Per Side)
Y/N
YES
13.4.6.5
Door Direction Recognition
Y/N
YES
13.4.6.6
Imo Label Detection And Classification
Y/N
YES
13.4.6.7
Seal Image Record
Y/N
YES
13.4.6.8
Seal Presence Detection
Y/N
YES
13.4.6.9
Trolley Position Of Container Release Or Pick
13.5
PLC Interface With OCR
Y/N
YES
13.6
Exception Handling Software
13.6.1
Interact And Consolidate The Data From Multiple OCR Systems
Y/N
YES
13.6.2
Integrate With TOS
Y/N
YES
13.6.3
Archive Of OCR Events
Y/N
YES
Y/N
YES
Y/N
YES
#
#
14
Enable Search History Events By Container Id, Event Id, Crane Id Or Time Range Review Details Of OCR Event (OCR Data, Images) TPS - Truck Positioning System
14.1
Manufacture
14.2
Model Number
14.3
Laser 3D Scanner
14.3.1
Manufacture
14.3.2
Quantity
#
14.3.3
Model Number
$
14.4
Light Signaling Systems
14.4.1
Manufacture
14.4.2
Model Number
13.6.4 13.6.5
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
$
$
min. 2
Data
STS – Container Ship to Shore Gantry Crane
Page 35 of 36
Section D1 – Data sheet No.
Description
I
14.4.3
Quantity
#
min. 4
14.5
Lane Selection Detection To Plc
#
YES
15
Operator Camera View System -
15.1
Boom Hoist View Camera
15.1.1
Manufacture
15.1.2
Model Number
15.1.3
Quantity
15.1.4
Degree Of Protection
IP69
15.1.5
Stainless Steel Case Overpressurised With Nitrogen
YES
15.1.6
Inside Heating device
15.2
Spreader View Camera on Trolley
15.2.1
Manufacture
15.2.2
Model Number
15.2.3
Quantity
15.2.4
Degree Of Protection
IP69
15.2.5
Stainless Steel Case Overpressurised With Nitrogen
YES
15.2.6
Inside Heating device
15.2.7
Automatic Zoom and Focus
15.3
Truck Lane View Camera
15.3.1
Manufacture
15.3.2
Model Number
15.3.3
Quantity
15.3.4
Degree Of Protection
15.3.6
Stainless Steel Case Overpressurised With Nitrogen Inside Heating device
15.4
Long Travel Camera's view
15.4.1
Manufacture
15.4.2
Model Number
15.4.3
Quantity
15.4.4
15.4.6
Degree Of Protection Stainless Steel Case Overpressurised With Nitrogen Inside Heating device
16
Twin Spreader (2 for each STS)
15.3.5
15.4.5
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
Units
Specs Data
$ min. 1
Y/N
YES
$ min. 1
Y/N
YES YES
$ min. 1 IP69 YES Y/N
$ min. 2 IP69 YES Y/N
Data
STS – Container Ship to Shore Gantry Crane
Page 36 of 36
Section D1 – Data sheet No.
Description
16.1
Manufacturer name
16.2
Country of origin
16.3
Spreader model
16.4
Twin Spreader Capacity
16.4.1
Units
Specs Data
Single mode
Ton
min. 50
16.4.2
Twin mode
Ton
min. 2X32,5
16.5
Spreader Dead Weight
Kg
16.6
Twin Spreader Classification
16.6.1
Structure
#
U8-Q2-A8
16.6.2
Mechanism
#
T8-L3-M8
16.6.3
Components
#
B8-P3-E8
16.7
Twist Lock load sensing
#
16.7.1
Manufacturer name
16.7.2
Model
16.7.3
measure exact container weight in single or twinlift without interrupting the crane operation
16.7.4
quantity of Twist lock weight sensors
16.8
Twin Spreader Service station in Israel
16.8.1
Name
16.8.2
Address Semi-Automatic Operation section B- para. 4.23-4.26
17
I
$
Required
$ Yes/No 8 #
Required
17.1
Automatic Position on target
#
Y/N
Required
17.2
Automatic Trolley movement to truck lane
#
Y/N
Required
17.3
Automatic Lane detection
#
Y/N
Required
17.4
Ship profiling system
#
Y/N
Required
17.5
Tos integration for semi-automatic operation
#
Y/N
Required
17.6
Automatic Skew alignment to Yard Tractor
#
Y/N
Required
17.7
Preparation for full operation remotely
$
Description
__________________ Proposer's Signature
Data sheet D1 510296 עם שינויים
P.O.B 9001, Ashdod 77191 Israel
____________________ Date
Data
STS – Container Ship to Shore Gantry Crane
Page 1 of 8
Section D2 – Technical Mandatory Requirements (TMR)
Appendix A Section D2 – Technical Mandatory Requirements (TMR) The Proposer must enclose with its proposal the following completely filled out TMR. Failure to complete all required data may result in disqualification of Proposer's Proposal. Items marked with "#" - are Mandatory, and the Proposers must fill in yes/no and data required with respect to each mandatory item. No.
Description
1
Capacity
I
Units
Specs Data
1.1
Capacity Under The Spreader (Twin Lift)
#
MT
min. 65
1.2
Capacity (Min.) Under The Ropes (Twin Lift)
#
MT
min. 85
1.3
Capacity Under The Spreader (Single Lift)
#
MT
min. 45
1.6
Eccentricity – According To Spec.
#
2
Operating Speeds
2.1.1
Hoisting (Container Mode) With SWL
#
m/min
min. 90
2.1.2
Hoisting (Container Mode) With Empty Spreader
#
m/min
min. 180
2.1.3
Lowering (Container Mode) With SWL
#
m/min
min. 90
2.1.4
Lowering (Container Mode) With Empty Spreader
#
m/min
min. 180
2.2
Trolley (Container Mode)- 65 Ton Load Under The Spreader 25 Kg/m² Wind
#
m/min
min. 240
2.3
Gantry Travelling – 25 Kg/m² Wind
#
m/min
min. 45
2.4
Boom Hoist
#
sec.
Max. 300
3
Acceleration And Deceleration Rates
3.1.1
Hoisting With SWL
#
m/sec²
min. 0.83
3.1.2
Lowering With SWL
#
m/sec²
min. 0.83
3.1.3
Hosting Empty Spreader
#
m/sec²
min. 0.83
3.1.4
Lowering Empty Spreader
#
m/sec²
min. 0.83
TMR D2 510296 עם שינויים P.O.B 9001, Ashdod 77191 Israel
PARA 2.1.1.3 (Appendix A, Section B)
Data
STS – Container Ship to Shore Gantry Crane
Page 2 of 8
Section D2 – Technical Mandatory Requirements (TMR)
No.
Description
I
Units
Specs Data min. 0.7
3.2.2
Trolley SWL, Against 8 Kg/m² Wind
#
M/SEC²
3.3.2
Travelling Against 8 Kg/m² Wind
#
M/SEC²
min. 0.15
4
Crane Main Data
4.1
Rail Gauge
#
M
30.48
4.2
Buffer To Buffer Distance (at buffer free condition)
#
M
max.33
4.3.1
Clearance Between Crane Legs (Free Passage For Container)
#
M
min. 18.4
4.3.2
Clearance Under Portal
#
M
14
4.4.1
Outreach (Container Mode)
#
M
min. 66
4.4.2
Back Reach (Container Mode)
#
M
min. 15
4.5
Total Lift
#
M
min. 59
4.6
Spreader Height Above Top Of Rail
#
M
min. 45
4.11
Max Allowed Wheel Loading
4.11.1
Vertical:
4.11.1.1
In Operation With Max Wind Safe Working Load And Inertia Forces
#
TON
WS=65/LS=55Max
4.11.1.2
In Storm Conditions
#
TON
WS=65/LS=55Max
4.11.2
Vertical Per Running Meter Of Rail
4.11.2.1
In Operation With Max Wind Safe Working Load And Inertia Forces
#
TON
WS=65/LS=55Max
4.11.2.2
In Storm Conditions
#
WS=65/LS=55Max
4.14
Stability Design
4.14.1
Crane Is Stable Against Overturning In All Weather Condition Without Anchoring Or Tie Downs
#
YES
4.14.2
Crane Is Stable In Storm Conditions With The WS Boom Up
#
YES
5
Structure
5.1
Fem Classification
5.1.1
Container Mode 45 Ton
#
U8-Q3-A8
5.1.2
Container Mode 65 Ton
#
U7-Q2-A6
5.2
Types Of Steel Used
5.3
Boom Structure
#
A8
6
Hoist Drive System
TMR D2 510296 עם שינויים P.O.B 9001, Ashdod 77191 Israel
Data
STS – Container Ship to Shore Gantry Crane
Page 3 of 8
Section D2 – Technical Mandatory Requirements (TMR)
No.
Description
6.1
Fem Classification Of Mechanism
6.1.1
Container Operation-Single Lift
#
T8-L3-M8
6.1.2
Container Operation Twin Lift
#
T7-L3-M7
6.3
Motors
6.3.1
Quantity
#
min. 2
6.3.6
Type Of Duty And Duty Factor (IEC-60034)
#
S5-60%
6.3.10
Motor Designed To Work With Frequency Inverter
#
YES
6.4
Brakes
6.4.1
Quantity
#
min. 2
6.4.2
Type
#
DISC
6.4.3
Release Method
#
THRUSTER
6.4.4
Brake Manufacturer Name
#
BUBENZER
6.4.9
Duty Factor (Catalog / Required)
#
2
6.4.16
Release Control Proximity Inductive Limit Switch
#
REQUIRED
6.4.17
Hand Operated Emergency Released
#
REQUIRED
6.4.18
Brake Monitoring System - See Chapter 9.8.7.4 In Attachment A - Section B
6.4.18.2
Communication To Plc
#
YES
6.4.18.3
Monitoring Display Near Brakes
#
YES
6.4.18.4
Stroke Monitoring
#
YES
6.4.18.5
Brake Pads Temperature
#
YES
6.4.18.6
Brake Toque Monitoring
#
YES
6.4.18.7
Brake Cycle Counter
#
YES
6.4.18.8
Brake Wear Monitoring
#
YES
6.5
Gear Reducers
6.5.1
Quantity
#
2
6.6
Couplings
6.6.1
Between Motor And Reducer
6.6.1.6
Service Factor
#
2
6.6.2
Between The Reducer And Drum
6.6.2.6
Service Factor
#
2
6.7
Ropes
6.7.7
Calculated Safety Factor
#
MIN 6
TMR D2 510296 עם שינויים P.O.B 9001, Ashdod 77191 Israel
I
Units
Specs Data
Data
STS – Container Ship to Shore Gantry Crane
Page 4 of 8
Section D2 – Technical Mandatory Requirements (TMR)
No.
Description
6.8
I
Units
Specs Data
Rope Drums
6.8.1
Quantity
#
6.8.7
Number Of Dead Loops
#
3
#
Single Winding drum
2
6.8.8
Drum Type
6.10
TRIM SKEW LIST
6.10.1
Trim Operation
#
Deg
+/-3 min.
6.10.2
Skew Operation
#
Deg
+/-3 min.
6.10.3
Deg
+/-3 min.
List Operation
#
6.11
Snag System Provided
#
YES
7
Trolley Drive System
7.1
Fem Classification Of Mechanism
#
T7-L3-M8
7.2
Motors
7.2.1
Quantity
#
min. 4
7.3
Brakes
7.3.3
Release Method
#
THRUSTER
7.3.4
Brake Manufacturer Name
#
Bubenzer
7.3.16
Release Control Proximity Inductive Limit Switch
#
REQUIRED
7.7
Trolley Wheels
7.7.2
Number Of Driven Wheels
#
ALL
7.10
Trolley Rails
7.10.6
Method Of Rail Mounting
#
WELDED
8
Long Travel Drive System
8.1
Fem Classification Of Mechanism
#
T5-L3-M6
8.3
Brakes
8.3.3
Release Method
#
TRUSTER
8.3.16
Release Control Proximity Inductive Limit Switch
#
REQUIRED
8.3.17
Hand Operated Emergency Released
#
REQUIRED
8.7
Wheels
8.7.2
Number Of Driven Wheels
#
min. 50%
8.8
Buffers (Gantry)
8.8.2
Type
#
Hydraulic
8.9
Miscellaneous
TMR D2 510296 עם שינויים P.O.B 9001, Ashdod 77191 Israel
Data
STS – Container Ship to Shore Gantry Crane
Page 5 of 8
Section D2 – Technical Mandatory Requirements (TMR)
No.
Description
I
Units
Specs Data
8.9.3
Storm Brakes
#
REQUIRED
8.9.3.2
Type
#
WEDGE
8.9.4
Storm Pin
8.9.4.1
Quantity
#
2
9
Boom Hoist Drive System
9.1
Fem Classification Of Mechanism
#
T5-L3-M6
9.3
Brakes
9.3.1
Brake On The Drive
9.3.1.3
Release Method
#
THRUSTER
9.3.1.4
Brake Manufacturer Name
#
Bubenzer
9.3.1.16
Release Control Proximity Inductive Limit Switch
#
REQUIRED
9.3.2
Emergency Brake On The Drum
9.3.2.1
Quantity
#
min. 1
9.6
Ropes
9.6.7
Calculated Safety Factor
#
min. 8
9.7
Rope Drums
9.7.7
Number Of Dead Loops
#
min. 3
#
Single Winding drum
9.7.8
Drum Type
10
Miscellaneous
10.1
E-Room And Air Conditioning
10.1.3
Noise Level During Operation
10.1.3.1
Noise Level In Quiet Room During Operation
#
Db(A)
65 Max.
10.1.3.2
Noise Level In Drive Area During Operation
#
Db(A)
75 Max.
10.7
Lights
10.7.1.5
Illumination between the crane legs
#
min. 150 lux
10.7.1.6
Illumination under the crane structure on adjacent areas of 30m on both sides of the Boom.
#
min. 70 lux
10.9
Over Load And Slack Rope System
10.9.3
Continuous Digital Signals
#
YES
10.10
Anti-Collision System
10.10.1
Gantry Anti-Collision
10.10.1.3
Type
#
Laser
10.10.1.3
Quantity
#
min. 4
TMR D2 510296 עם שינויים P.O.B 9001, Ashdod 77191 Israel
Data
STS – Container Ship to Shore Gantry Crane
Page 6 of 8
Section D2 – Technical Mandatory Requirements (TMR)
No.
Description
10.10.2
Boom Vessel Anti-Collision
10.10.2.3
Type
10.11
Sway Stop System (section B, para. 5.10.9)
10.11.4
Type of operation (prevention of Sway)
10.12
E-Chain Cabling System For Trolley
10.12.3
Mounting Brackets And Tow Arm
10.12.3.1
I
Units
Specs Data
#
Radar
#
Continues
Bracket Steel Type
#
AISI 316 (V4A)
10.12.3.3
Floating Tow Arm
#
YES
10.12.4
Chain Components
10.12.4.1
Integrated Rollers
#
YES
10.13
Passenger Lift
10.13.5
Service Company In Israel
10.13.5.1
Experience Of The Service Company In Israel
11
Cabins
11.1.3
#
years
>=3 years
Floor Area (Net)
#
m²
min. 6.5
11.1.5
Noise Lever During Operation
#
Db(A)
Max. 65
11.1.6
Air Conditioning Unit
#
REQUIRED
11.2.7
Quay Level Entrance
#
REQUIRED
12
Electrical System
12.2.2.11
Number Of Fiber Optic Cores
#
min. 6
12.4.3
Hv / Lv Windings
#
COPPER
12.4.4
Nominal System Voltage-Primary
#
VOLT
Min. 10 KV
12.4.5
Nominal System Voltage-Secondary (For Drives)
#
VOLT
Min. 400
12.4.6
Secondary Voltage For Auxiliaries
#
VOLT
400
12.4.8
Vector Group
#
12.4.10
Rated Output (At 45 C)
#
12.4.11
Insulation Class: Primary / Secondary
#
F
12.6
Hoist Drive Inverter Unit
12.6.2
Quantity
#
min. 2
12.7
Trolley Drive Inverter Unit
12.7.2
Quantity
#
min. 2
12.8
Gantry Drive Inverter Unit
TMR D2 510296 עם שינויים P.O.B 9001, Ashdod 77191 Israel
DY5Dd0 KVA
2000 MIN
Data
STS – Container Ship to Shore Gantry Crane
Page 7 of 8
Section D2 – Technical Mandatory Requirements (TMR)
No.
Description
I
Units
Specs Data
12.8.2
Quantity
#
12.18.4.6
Test Voltage
#
12.18.6
E-Chain Power Cables
12.18.6.3
Shielded Motor Power Cables
12.18.7
E-Chain Data Transfer Cables
12.18.7.3
Shielded Cables
12.19.8
General Data Transfer Cables
12.19.8.3
Shielded Cables
13
OCR - Optical Character Recognition System For Identifying Containers Under The Crane
13.3.8
All Camera's In Solid Cases For Harsh Environment Condition
#
Y/N
YES
13.4.1
Automatic Ocr Recognition Without Interrupting The Crane Operation
#
Y/N
YES
13.5
PLC Interface With OCR
#
Y/N
YES
13.6.2
Integrate With TOS
#
Y/N
YES
14
TPS - Truck Positioning System
14.3
Laser 3D Scanner
14.3.2
Quantity
14.4
Light Signaling Systems
14.4.3
min. 2 KV
3.5
#
YES
#
YES
#
YES
#
min. 2
Quantity
#
min. 4
14.5
Lane Selection Detection To Plc
#
YES
14.6
Automatic Skew Alignment Parallel To Yard Tractor
#
YES
15
Operator Camera View System -
15.1
Boom Hoist View Camera
#
Required
15.2
Spreader View Camera on Trolley
#
Required
15.3
Truck Lane View Camera
#
Required
15.4
Long Travel Camera view
#
Required
16
Twin Spreader (2 for each STS crane)
16.6
Twin Spreader Classification
16.6.1
Structure
#
U8-Q2-A8
16.6.2
Mechanism
#
T8-L3-M8
16.6.3
Components
#
B8-P3-E8
TMR D2 510296 עם שינויים P.O.B 9001, Ashdod 77191 Israel
Data
STS – Container Ship to Shore Gantry Crane
Page 8 of 8
Section D2 – Technical Mandatory Requirements (TMR)
No.
Description
I
16.7
Twist Lock load sensing
#
Required
16.8
Twin Spreader Service station in Israel
#
Required
17
Semi-Automatic Operation section B- para. 4.23-4.26
17.1
Automatic Position on target
#
Required
17.2
Automatic Trolley movement to truck lane
#
Required
17.4
Ship profiling system
#
Required
17.5
TOS integration for semi-automatic operation
#
Required
__________________ Proposer's Signature
TMR D2 510296 עם שינויים P.O.B 9001, Ashdod 77191 Israel
Units
Specs Data
____________________ Date
Data
APPENDIX C PROPOSER'S REPLY FORM
Tender for the Design, Fabrication, Supply, Delivery, Erection, Commissioning, Testing and Warranting of Ship to Shore Cranes, Additional Services and Spare Parts Tender No. 2594/TZ/15 Date: ________________ Proposer's Name: ________________________ Name of Contact Person: __________________ Title of Contact Person: __________________ Country: ________________________ Tel:
____________________________
Fax:
____________________________
E-mail:
____________________________
To:
Ashdod Port Company Ltd. ("APC")
Subject: Our Proposal for Ship to Shore Cranes, Additional Services and Spare Parts Reference: Tender No. 2594/TZ/15 (the "Tender")
1. We, the undersigned, hereby submit our Technical Proposal with respect to the above mentioned Tender for the design, fabrication, supply, delivery, erection, commissioning, testing and warranting of two (2) Ship to Shore Cranes, Warranty, Extended Warranty, Service Company, Basic Training and Technical Support, all as set forth in the Technical Specifications (each, a “Crane", and collectively, "Cranes"), and Optional Technical Support, Optional Spare Parts and Optional Features.
32 רכש מנופים לרציףAppendix C-IFP-Proposer's reply for
2. We further grant APC an option to purchase, at its sole discretion, for a period of five (5) years from the Effective Date, as defined in the Invitation for Proposals ("IFP"), to purchase up to additional eight (8) Cranes (the “Crane Option”). 3. We acknowledge and agree that APC does not undertake the purchase of Optional Spare Parts, Optional Features and Optional Technical Support, all as defined in the IFP, from the selected Proposer, beyond what is covered under the price offered by us for the Cranes. 4. We acknowledge and agree that the APC is under no obligation to exercise the Crane Option, but if it does, it shall be entitled to purchase the Cranes which are the subject-matter of the Crane Option, on the same terms and conditions (including prices, lead times for delivery, shipment, costs, risk, title, warranties, etc.) as the first purchase under the Agreement. Notwithstanding the aforementioned, the price of the Crane Option (if purchased by the APC), as of the second (2nd) year of the Agreement, may be increased by up to two (2%) percent, per each year, subject to negotiations conducted in good faith with the APC. 5. We hereby confirm that we have read and understood all Proposal Documents (as such term is defined in the IFP) including, without limitation, the Technical Specifications (as defined therein). 6. Attached please find our Technical Proposal including all documents, information, data and certificates as specified in Section 3.4.1 of the IFP. 7. We hereby undertake that the spare parts required for the proper operation of the Cranes, in accordance with the Technical Specifications, will be made available to APC throughout and until the lapse of at least six (6) years from the expiration of the Warranty Period (as defined in the Agreement) of the Crane last delivered to and accepted by APC. 8. We hereby undertake that the prices of the Optional Spare Parts proposed by us in our Financial Proposal will be valid and binding upon us until the lapse of at least two (2) years from the Acceptance (as defined in the Agreement) of the first Crane delivered to APC. Thereafter, we shall be entitled to increase the spare parts' prices in up to two (2) percent per each year, all subject to negotiations conducted in good faith with APC.
32 רכש מנופים לרציףAppendix C-IFP-Proposer's reply for
9. Our Technical Proposal shall remain valid for one (1) year from the last date set for the submission of the Technical Proposals in the IFP (as and if amended by APC). Our Financial Proposal shall remain valid in accordance with the terms of the IFP. 10. We acknowledge and agree that APC may conduct negotiations with selected Proposers. 11. We acknowledge and agree that APC is not obligated to accept the most inexpensive Proposal or any other Proposal. 12. We acknowledge and agree that in the event our Proposal is selected by APC, APC shall be entitled to provide our Proposal for the review of Proposers who were not selected, including also those parts of our Proposal that we have marked as containing commercial secrets and we shall not have any claims with respect thereto.
________________ Date _____________________ Proposer Signature & Stamp
32 רכש מנופים לרציףAppendix C-IFP-Proposer's reply for
Attachment D AGREEMENT No. 2594/TZ/15 Made this ______ day of __________2015 By and Between ASHDOD PORT COMPANY LTD. Company Registration Number 51-356977-2 of Ashdod Port, Ashdod 77191, Israel ("APC") And _______________________________________________ Company Registration Number [____________________] of _____________________________________________ ("Supplier") (The “Supplier” and “APC” are each referred to as a “Party” and collectively as “Parties”) For The Design, Fabrication, Supply, Delivery, Erection, Commissioning, Testing and Warranting of STS Cranes, and provision of additional services and Options
Whereas
APC has issued Tender No. 2594/TZ/15 for the design, fabrication, supply, delivery, Erection, commissioning, testing and warranting of STS Cranes (as defined below), and provision of additional services and Options (as defined below) (the "Tender"); and
Whereas
The Supplier was selected to design, fabricate, supply, deliver, Erect, commission, test and warrant the STS Cranes and to provide additional services and Options, in accordance with its Proposal submitted under the Tender, including all exhibits, documentation and data attached thereto, as amended in writing pursuant to negotiations conducted between the Parties (the “Proposal”); and
Whereas
APC wishes to purchase, and Supplier wishes to sell, two (2) STS Cranes for the purpose of handling containers from vessels (“STS Cranes”, as further defined below), Warranty, Extended Warranty, Service Company, Basic Training and Technical Support, subject to the terms and conditions hereinafter; and
Whereas
APC wishes to be granted from Supplier, and Supplier wishes to grant to APC, separate and distinct options for STS Crane Option, Optional Features, Optional
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
Technical Support and Optional Spare Parts all as defined below, and subject to the terms and conditions hereinafter; and Whereas
Supplier has represented to APC, declared and warranted, among others, that it conforms to any and all standards of performance stated, inter alia, in the Tender Technical Specifications, as defined below, and that it has the ability, the knowledge, capability, experience, expertise, skills, financial ability and human resources necessary in order to fulfill its undertakings hereunder at the highest professional level; and
Whereas
Supplier acknowledges that time is of the essence for APC and therefore, it is obligated to APC to comply with the strict Time Schedule, as defined below, for the design, fabrication, supply, delivery, Erection, commissioning, testing and warranting of two (2) STS Cranes, services and the Options should APC decide to exercise same; Now, therefore, the Parties agree as follows:
1.
Agreement Definitions The following words and expressions shall have the meanings hereby assigned to them: a. “Acceptance” means APC’s issuance of the Acceptance Certificate, as it relates to each specific STS Crane; b. “Acceptance Certificate” means that certificate in the form attached hereto as Appendix N, to be issued by the APC, following compliance of each specific STS Crane with the Acceptance Tests detailed within the Technical Specifications, as defined below; c. “Acceptance Test(s)” means the test(s) specified in Section 11, Appendix A, Section B (Final Adjustment and Testing on Operation Site), as it relates to each specific STS Crane; d.
“Agreement” means this agreement entered into between APC and Supplier, together with the Agreement Documents (defined below), each of which shall be construed as an integral part of this Agreement;
e. “Agreement Documents” means i. Appendix A: Technical Specifications including the following: 1. Section A – General Demands 2. Section B - Technical Specifications 3. Section C - Attachments 1-9 4. Section D1 – Data Sheet. 5. Section D2 – Technical Mandatory Requirements (TMR). ii. Appendix B+B1- price of the STS Crane and the options iii. Appendix C - Performance Guarantee iv. Appendix D - Payment Guarantee 2 32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
v. Appendix E – Bank Guarantee for Warranty Period and Extended Warranty Period vi. Appendix F – Bank Guarantee for Liquidated Damages vii. Appendix G - Insurance Certificate viii. Appendix H- Price Schedule, Terms and Procedures of Payment Form A- Completion of Design Certificate. Form B-Start of Erection. Form C – Acceptance Certificate ix. Appendix I- Declaration of Completion of works in the Erection Site and Ready for Transportation x. Appendix J - Declaration of Completion of works in Operation Site xi. Appendix K – Certificate of Readiness for Testing xii. Appendix L – Operational Quay Instructions and Port Entry Permits xiii. Appendix M - Site Regulations xiv. Appendix N - Certificate of Propriety xv. Appendix O - Spare Parts Purchase Order xvi. Appendix P- Time Schedule xvii. Appendix Q - Authorization for performance of Work at Site f.
“Ashdod Project Manager” means that individual appointed by APC to perform the duties undertaken by the APC, and as set forth in Clause 7.a below.
g. “Approved Banks” means one of the seven major Israeli banks (Bank Hapoalim, Bank Leumi le Israel, Israel Discount Bank, First International Bank, Union Bank, Bank Hamizrahi and Bank Mizrachi Tefahot) or a bank which has been rated by Standard & Poor’s with a level of at least “AA-“ or which has received a rating level from Moody’s of “Aa3” or Fitch AA, and which maintains full diplomatic relations with the State of Israel. h. “Bank Guarantees” means the Bank Guarantees for Liquidated Damages, the Bank Guarantees for the Warranty Period and Extended Warranty Period, the Performance Guarantees and the Payment Guarantees. i. “Bank Guarantee for Liquidated Damages” means a guarantee in the format set forth as Appendix F herein or any other wording accepted by the APC as stated in Clause 5 below; j. “Bank Guarantee for Warranty period and Extended Warranty Period” means a guarantee in the format set forth as Appendix E herein and as per Clause 15A below or any other wording accepted by the APC as stated in Clause 5 below; k. “Basic Training” means as set forth in Section 6, Appendix A, Section A (“Training of Operators and Maintenance Personnel”);
3 32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
l. “Business Day(s)” means a day in which banking institutions are operating in Israel, but in any case, shall not include Friday as of 1pm (Israel time), Saturday, national holiday or mid-holidays; m. “Change” means as defined in Clause 21.a below; n. “Contract Price” means [______________________________________], as set forth in the Appendix I which encompasses Two (2) STS Cranes, Warranty, Extended Warranty, Service Company, Basic Training, Technical Support, and the Options if and as exercised by the APC, at its sole and absolute discretion; o. “Contract Price for One STS Crane” means [__________________________], as set forth in Appendix H, and encompass one (1) STS Crane, Warranty, Extended Warranty, Service Company, Basic Training, Technical Support and the Options with respect to such STS Crane if and as exercised by APC, at its sole and absolute discretion ; p. “Declaration of Completion of works in the Operation Site” means a signed declaration from the Supplier, in the format set forth in Appendix J herein, indicating that it has completed all work required by this Agreement and the Technical Specifications prior to final testing on the Operation Site, all in accordance with Section 11, Appendix A, Section B (Final Adjustment and Testing on Operation Site); q. “Effective Date” means the date set forth above. In the event that Supplier has not executed this Agreement within fourteen (14) calendar days of the date APC notifies Supplier, in writing, that it has been selected under the Tender, then the "Effective Date" shall mean fourteen (14) calendar days of such date; r. “Erection” means erection or assembly of the STS Cranes at various Erection Site(s) (defined below), and shall include all the works, materials, labor and any other related actions for the satisfactory completion of the undertakings, in accordance with Section 7 of Appendix A, Section A ('Erection and Operation Sites and Procedures'), and all preparation work of the STS Cranes for transportation as entire units on board of a vessel (if such is the case) or by land to the Operation Site (defined below); s. "Erection Site" shall mean the location for Erection of the STS Cranes in Ashdod port, all as specified in Section 7 of Appendix A, Section A ('Erection and Operation Sites and Procedures') and the map attached thereto. In the event that the Erection Site is located outside Ashdod port in case the STS Cranes are shipped by a vessel as entire units from outside Ashdod Port the provisions relating to the Erection Site shall apply to such Erection Site, mutatis mutandis. t.
“Force Majeure” means as set forth in Clause 21 below;
u. “Installation” means placement of the STS Cranes at the Operation Site indicated by the APC, and includes all works, materials, labor and all other necessary items for the satisfactory commissioning and testing of the STS Cranes at the Operation Site, in accordance with the Technical Specifications; v.
“Insurances” means those insurances to be taken out by the Supplier, as set forth in Clause 20 herein and in Appendix G;
4 32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
w. “Operational Quay Instructions and Port Entry Permits” means those instructions set forth in Appendix L herein, and as amended from time to time by the APC and submitted to the Supplier; x. “Options” means the STS Crane Option, Optional Features, Optional Technical Support and the Optional Spare Parts, collectively; y. "Operation Site" means the actual place at which the STS Cranes are to be installed for operation in the port together with the area surrounding, as the Contractor shall actually use in connection with the Installation, running and testing of the STS Cranes, all as specified in Section 7 of Appendix A, Section A ('Erection and Operation Sites and Procedures') and the map attached thereto. z.
“Optional Spare Parts” means as set forth in Section 5.3.2, Appendix A, Section A;
aa. "Optional Technical Support" means as set forth in Section 9, Appendix A, Section A; bb. "Optional Features" means the option as set forth in Section 29 (d) herein; cc. “Payment Guarantee” means as set forth in Clause 5 below in the format set forth in Appendix D herein or any other wording accepted by the APC as stated in Clause 5 below; dd. “Performance Guarantee” means as set forth in Clause 5 below in the format set forth in Appendix C herein or any other wording accepted by the APC as stated in Clause 5 below; ee. “Price Schedule, Terms and Procedures of Payment” means as set forth in Appendix H herein; ff. "Service Company" means as defined in Clause 14.m below; gg. “Site” or "Sites" means the Erection Site and the Operation Site unless otherwise specifically indicated. hh. “Site Regulations” means environmental and safety regulations, attached as Appendix M herein, and as these may be amended from time to time by the APC and submitted to the Supplier; The Site Regulations shall not apply to the Erection Site if located outside Ashdod port. ii. "Subcontractors” means any person, including vendors, to whom execution of any of the Supplier's undertakings is sub-contracted, directly or indirectly by the Supplier, and includes its legal successors or permitted assigns; jj. “Supplier” means the selected Proposer to the Tender. The Term "Supplier" shall include Supplier’s personnel, Subcontractors, representatives, and agents, all of whom shall be the sole responsibility of Supplier (regardless of whether approval of the same has been granted by the APC); kk. “Supplier Project Manager” means that individual appointed by Supplier to perform the duties undertaken by the Supplier, and as set forth in Clause 7.b below; ll. “Supplier’s Equipment” means all plants, facilities, equipment, machinery, tools, apparatus, appliances or other items required for the supply including
5 32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
Erection and Installation of the STS Cranes, and that are to be provided by Supplier in accordance with this Agreement; mm. “STS Crane(s)” means Ship to Shore Crane(s) for the unloading/loading of containers from/to vessels, as set forth in the Technical Specifications, including any exercised Optional Features; nn. "STS Crane Option" means the option granted by Supplier to APC, for the purchase of up to eight (8) additional STS Cranes, in accordance with the terms and conditions hereunder; oo. “Technical Specifications” means as set forth in Appendix A. For the avoidance of doubt, it is clarified that all references to “Contractor” in Appendix A, shall be deemed to be references to Supplier, as defined in this Agreement; pp. “Technical Support” means as set forth in Section 9, Appendix A, Section A; qq. “Time Schedule” means as set forth in Appendix P; rr.
“Warranty” means those warranty services set forth in Clause 14 herein and in the Technical Specifications;
ss. “Extended Warranty” means those warranty services set forth in Clause 15 herein and in the Technical Specifications; tt. “Timetable" or "Work Program” means as defined in Clause 8.b below, to be issued by the Supplier. 2.
Subject Matter of Agreement – Supplier Responsibilities In addition to any of Supplier's obligations and undertakings under this Agreement: a. The Supplier’s obligations under this Agreement encompass, inter alia: i. the performance of all works required, and undertaken with the highest professional manner, for the design, fabrication, supply, delivery, Erection, commissioning, testing, and warranting of two (2) STS Cranes and the provision of Basic Training and Technical Support (including without limitation, procurement, quality assurance, construction, Installation, transportation, temporary works, materials, unloading, loading, associated civil works, etc.), all in accordance with the Technical Specifications and the Supplier's technical proposal as and if amended, as well as any other work required for obtaining Acceptance including, without limitation, provision of all documentation as required in the Technical Specifications; ii. The granting of the STS Crane Option, Optional Features, Optional Technical Support and Optional Spare Parts, all as defined above. b. Time Schedule. Supplier shall commence and complete its undertakings under this Agreement within the period specified in the Time Schedule, as time is of the essence. It is clarified - without derogation from the aforementioned – that Supplier shall obtain Acceptance for the first STS Crane no later than _______________________[maximum 20 months] months as of the Effective Date, as further detailed within the Time Schedule, or as extended, if extended, in accordance with the terms and conditions of this Agreement. The Supplier shall obtain Acceptance for the second STS Crane in accordance with the 6
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
Agreement and the Technical Specifications no later than twenty two (22) months as of the Effective Date of the Agreement. c. Permits. Unless otherwise specifically stated within this Agreement, the Supplier shall acquire in its name all permits, approvals and/or licenses from all applicable authorities (governmental or otherwise) in Israel and abroad that are necessary for the performance of this Agreement and Supplier's obligations herein, including without limitation, visas as required and entry permits for all imported Supplier’s Equipment. d. The Supplier may examine and measure the Sites for the purpose of ensuring that all designs, specifications, drawings and other technical documents that it has prepared, or that have been provided to it by the APC or otherwise, are accurate. e. Supplier’s Equipment, as well as any other equipment, materials, or parts shall be produced or manufactured (or if activities and services required for Supplier’s performance, activities or services shall have been carried out or provided) in countries or locations with whom Israel maintains full diplomatic relations, and where APC personnel (and those acting on its behalf) are assured of free and unrestricted access, and Israel must not prohibit any import of goods from that place and does not prohibit any payments to persons or entities in that location. f. Industrial Cooperation Requirements i. Supplier undertakes to comply with the requirements of the Mandatory Tender Regulations (Mandatory Industrial Cooperation) – 2007 (the "Regulations"), and accordingly undertakes industrial cooperation in accordance with its Foreign Supplier's Industrial Cooperation Undertaking submitted by Supplier as part of its Proposal to the Tender. The signing of the Agreement with the Supplier is conditioned upon receipt of approval from the Industrial Cooperation Authority of the Israeli Ministry of Economy ("ICA"), confirming that the Supplier has complied with the industrial cooperation requirements, including submission of a Fulfillment Program (as defined in the Tender documents) for executing the industrial cooperation requirements. ii. Supplier will be required to submit to the APC and the ICA, upon completion of the works according to this Agreement, confirmation from an accountant regarding the extent of the collaboration with a local subcollaborator, as it was actually carried out and its details. 3.
APC Responsibilities a. APC shall be responsible for acquiring and providing legal and physical possession of the Erection and Operation Sites and access thereto, and for providing possession of and access to all other areas reasonably required, at APC's sole discretion, for the proper execution of the Agreement, including all requisite rights of way, subject also to the instructions included in Appendix L. b. APC shall obtain the required import license solely for the STS Cranes and STS Crane's parts shipped to Israel in the name of APC (excluding raw materials and Supplier's Equipment). It is being clarified that all other permits, approvals 7
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
and/or licenses from any authorities or undertakings shall be acquired and paid for by Supplier. c. Without imposing any liability on APC, in the event that APC is requested by Supplier, APC shall use its best efforts to assist the Supplier in obtaining permits, approvals and/or licenses necessary for the Supplier’s performance of this Agreement. d. Unless otherwise specified in the Agreement or agreed upon by APC and the Supplier, APC shall provide sufficient, properly qualified personnel in accordance with the Specifications for the purpose of the testing and acceptance procedure in the manner thereupon specified. 4.
Supplier's Warranties and Representations Without derogating from Supplier's obligations, warranties and representations contained elsewhere in this Agreement and/or any applicable law, and in addition to any such warranties and/or representations, Supplier hereby undertakes to APC as follows: a. Supplier has the ability and experience to carry out the obligations assumed by it under this Agreement. b. Supplier has the right and power to enter into this Agreement and that by virtue of entering into this Agreement it is not and will not be in breach of any express or implied obligation to any third party. c. Supplier shall use the highest professional level in performing all activities under or in association with this Agreement, and comply with any and all applicable laws, and that the execution of this Agreement by Supplier was not due to unlawful inducement and Supplier hereby certifies it by signing the 'Certificate of Propriety' attached herein as Appendix N hereto. d. Supplier shall not engage in deceptive, misleading and/or unethical practices that are or might be detrimental to APC and/or the STS Cranes. e. Supplier shall secure at its sole discretion and at its sole cost and expense, all necessary governmental permits, licenses, registrations and approvals required in connection with its obligations under this Agreement. f. Supplier agrees that APC, by entering into and performing its obligations under this Agreement, does not assume and shall not be exposed to the business and operational risks associated with Supplier's business. g. Supplier represents and confirms that it is entering into this Agreement on the basis of its conducting full and proper independent investigation, including without limitation Supplier's independent observation of the Sites, inter alia, the routes of transporting the STS Cranes from the Erection Site to the Operation Site (including in accordance with Section 2.d above), and inspection of the data provided by APC. The Supplier acknowledges that any failure to acquaint itself with all such data and information shall not relieve its responsibility to estimate the difficulty and/or cost of successfully performing its undertakings under this Agreement, including the works.
8 32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
h. In making its decision to participate in the Tender and to execute this Agreement, the Supplier is not relying on any oral representations or assurances from APC or any other person. i. The Supplier has such experience in business and financial matters that it is capable of evaluating the risks involved in the contemplated transaction. j. Supplier shall make no claim for additional payment from the APC on the ground of its misunderstanding or misapprehension in respect of any matter or on the ground of any allegation or fact that incorrect or inaccurate information was mistakenly given to it by any person, firm or any legal entity whether in the employ of APC or not, provided that a reasonable and similarly experienced Supplier should have been able to identify the incorrectness or inaccuracy of the information, or of the failure on its part to obtain correct information. k. Supplier shall comply in all respects with the Operational Quay Instructions and Port Entry Permits (Appendix L). l. The STS Cranes supplied or any part thereof or spare parts shall be free from defects and/or faults in their design, engineering, materials, systems, components, etc. and in their workmanship. m. That APC will enjoy the reliable use and operation of the STS Cranes for its intended purpose. n. The STS Cranes and any other services, spare parts or features purchased hereunder (whether purchased under Options or otherwise) shall conform to the requirements hereunder, and other descriptions furnished to APC, be free from all claims against good title, be new and previously unused, be merchantable in all respects. o. Supplier shall execute the design, fabrication, supply, delivery, transporting, Erection, commissioning, testing and warranting required under this Agreement in compliance with the provisions hereunder and in accordance with good engineering practice. p. Supplier shall comply with all applicable laws, both in Israel and as pertains to it in other countries, and shall act in a manner which will not in any way, directly or indirectly, bring APC and/or the STS Cranes into disrepute. Supplier shall indemnify and hold harmless the APC from and against any and all liabilities, damages, claims, fines, penalties, and expenses of whatever nature arising or resulting from any violation of such laws by the Supplier. q. Supplier will perform the Works under this Agreement and any applicable Purchase Order including at a time when a state of emergency was announced under article 38 to the Basic Law: The Government - 1968 , or a "Special State at the Home Front" was declared as such term is defined in Article 9C of the Civil Defense Law, 5711-1951. For the sake of clarity, the Supplier shall continue to perform the Works as if no such status was declared. A unilateral breach of this undertaking by the Supplier at such state of emergency or special state shall be deemed material breach and shall entitle APC with all rights and remedies under contract and/or law, including, without limitation, the right to offset and/or detain any payment then due to Supplier. Operation of this subSection shall be subject to APM decision on a case by case basis. APC 9 32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
undertakes to provide Supplier with similar protection facilities and means as it provides its own employees. Should a stop work order is issued to APC's employees as a result of said status announcements it shall be implemented on supplier's employees as well. 5.
Payment; Bank Guarantees a. Subject to the Supplier’s fulfillment of its obligations hereunder, APC shall pay the Contract Price (with no price adjustment or linkage), in accordance with the milestones for payment and the mechanisms set forth in the Price Schedule, Terms and Procedures of Payment (Appendix H). The Supplier shall furnish all documents necessary by this Agreement for executing any payment hereunder, including without limitation, any certificate(s) relating to taxation. APC is entitled to accept, at its sole discretion, alternate wording to the Bank Guarantees, provided that the amounts and validity terms are as set forth in the sample formats attached to this Agreement and there is no limitation on collectability of the Bank Guarantees beyond those set forth in the formats attached hereto. It is specifically specified that the acceptance of any Bank Guarantee by APC is subject to the following terms: (1) the Bank Guarantee has been issued by an Approved Bank and must be delivered by authenticated swift only to one of the following Israeli banks: Bank Leumi Le Israel, First International Bank of Israel or Union Bank (Israel); Unless the Bank Guarantee is issued directly by one of the seven major Israeli banks specified within the definition of an Approved Banks; and (2) APC has approved the Bank Guarantee form. No payment made by APC hereunder shall be deemed to constitute Acceptance. a1. It is agreed that in any event that APC fails to effect payment by more than 60 days of the date payment was due hereunder or (as the case may be) fails by more than 60 days to open and present Supplier with an applicable Letter of Credit when such is due, then Supplier's sole and exclusive remedy for APC's belated payment, will be the payment in full of all then due amounts together with interest according to the interest rate for which APC is credited on its shekel deposits calculated as of the date such payment was first due until its actual payment. The above compensation shall not be paid if the belated payment is due to Supplier’s failure to timely provide any information that is required to facilitate payment or if Supplier is in breach of any of its undertaking and/or obligation that entitles APC to withhold payment. b. Payment Guarantees. Payment Guarantees to be provided by Supplier, as set forth in Appendix H. Without derogating from the above mentioned in subsection (a), the Payment Guarantees shall be issued in the format as set forth in Appendix D (Payment Guarantee). Validity shall be until Acceptance of the respective STS Crane. c. Performance Guarantees. The Supplier shall, upon the Effective Date and as a condition precedent to the first payment under this Agreement, provide Performance Guarantee/s (each such Performance Guarantee correlating to one (1) STS Crane) for the due performance by the Supplier of its undertakings herein, in accordance with its terms and the Technical Specifications, and each 01
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
in the amount of ten percent (10%) of the Contract Price for One STS Crane. Without derogating from the above mentioned in subsection (a) the Performance Guarantees shall be issued in the format set forth in Appendix C (Performance Guarantee). Each Performance Guarantee shall remain in force until the relevant STS Crane shall have been delivered to and Accepted by the APC in strict accordance with the provisions of this Agreement, including the issue by APC of an Acceptance Certificate and against submission of a Bank Guarantee for Warranty Period and Extended Warranty Period, all for the specific STS Crane. d. Bank Guarantee for Liquidated Damages. The Supplier shall provide Bank Guarantees for Liquidated Damages, in accordance with the terms and conditions of Clause 16 below, if applicable. Without derogating from the above mentioned in subsection (a), the Bank Guarantees for Liquidated Damages shall be issued in the format set forth in Appendix F (Bank Guarantee for Liquidated Damages). Each Bank Guarantee for Liquidated Damages shall remain in full force and effect for a period of 4 (four) months as of the date of issuance and shall be extended in accordance with APC's request for an additional 3 (three) months. 6.
Taxes;Duties and Delivery a. Supplier shall deliver the STS Cranes and STS Crane's parts DAP Incoterms 2010 (Ashdod Port, Israel) subject to the following: i. The Supplier shall bear and pay all taxes, duties, levies and charges assessed on Supplier, its subcontractors or their employees, whether in Israel or overseas, except as specifically provided in Clause (iv) below and in and Clauses 6(f)-(k) below. ii. The Supplier shall bear all costs in connection with the STS Cranes and STS Cranes' parts until Acceptance of the respective STS Crane (without derogating from its other obligations herein including with respect to Warranty and Extended Warranty). iii. The STS Cranes and the STS Cranes' parts (excluding: raw materials, Supplier's Equipment and STS Cranes' parts to be delivered to Supplier's Subcontractor site in Israel) shall be delivered from abroad to Israel in the name of APC. iv. APC shall bear and pay import duties as well as value added tax (VAT), imposed by the State of Israel solely with respect to such STS Cranes and STS Cranes' parts shipped to Israel in the name of APC. v. APC shall carry out the release from customs of only those STS Cranes and STS Cranes' parts (excluding raw materials of any sort whatsoever and Supplier's Equipment) which are shipped to Israel in the name of APC. APC shall carry out the release of such STS Cranes and STS Cranes' parts either by itself or through or by customs agents of APC's choice. vi. Further in this regard, the Supplier shall issue such declarations and/or documents (as required by law or at the request of APC) to APC or to those designated by APC as will attest to the fact that the Contract Price 00
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
set forth in this Agreement reflects the value of the STS Cranes including all services to be delivered directly to the APC from outside of Israel plus the value of the services carried out in Israel plus the value of services delivered to Subcontractors in Israel for later delivery to the APC. vii. The Supplier explicitly states that it understands that the issuance by the Supplier of the above declarations/documents is necessary for the proper transfer of payments to the Supplier of the Contract Price. viii. The Supplier shall, at its own risk and expenses unload and/or unstuff the STS Cranes and STS Cranes' parts at Ashdod port. ix. The Supplier shall pay for stevedoring, any ship's agent fees, wharfage fees and all other expenses and costs. x. The Supplier shall, at its own risk and expense, transport the STS Cranes and any STS Cranes' parts and all the necessary equipment in connection with its performance of undertakings hereunder, to the Sites by the mode of transport that the Supplier deems most suitable under all circumstances. Further, in the event that the STS Cranes are not shipped by a vessel as entire units from outside Ashdod Port, the Supplier shall also transport, at its own risk and expense, the STS Cranes from the Erection Site to the Operation Site in coordination with APC. The Supplier shall prepare a plan to be approved by APC for transporting the STS Crane from the Erection Site to the Operation Site. xi. The Supplier shall bear all risks and loss of or damages to the STS Cranes and/or STS Cranes' parts in accordance with Clause 17 below. xii. The Supplier shall, at its own expense, procure and maintain insurance policies according to Clause 20 below. xiii. Shipping documents with regard to STS Cranes and STS Cranes' parts shipped to Israel in the name of APC: The Supplier shall supply the APC with following documents with regard to STS Cranes and/or STS Cranes' parts shipped to Israel in the Name of APC: 1. An invoice indicating "Value for Customs Purposes" and giving the total value of that shipment, in three copies, duly signed by the Supplier and also carrying the notation: "PAID BY APC ACCORDING TO AGREEMENT No. [___________]". 2. Certificate of Origin (as an example only, "EUR 1"). 3. Two (2) original and two (2) non-negotiable copies of clean on board bills of lading mentioning number of the Agreement made out to APC's order, with Port of Unloading. Also specifying that the entrance or docking or unloading at any Arab port is prohibited and steamer may not enter Arab countries' territorial waters, except for those of Egypt and Jordan, before discharging the relevant STS Cranes in Israel. 4. The Supplier explicitly agrees that the total value of the shipments for the STS Cranes will equal the Contract Price 02 32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
minus the payments which will be and/or have been transferred by the Supplier to its Israeli subcontractor(s) for the execution, if any, of any portion of the undertakings hereunder. b. All expenses (including, but not limited to, transportation expenses, costs of containers and demurrage), fees, import duties, customs, bonds, custom’s agents charges, taxes, etc. relating to tools, equipment, Supplier's Equipment etc. required in connection with the performance of the Supplier’s undertakings hereunder shall be borne by the Supplier. The Supplier shall, at its own expense, handle all imported equipment required in connection with the performance of its undertakings under this Agreement and shall handle any formalities for customs clearance. c. Duties, charges, taxes and transportation costs (whether in Israel or overseas), and any and all expenses or import duties, payable on parts and/or any other components supplied by Supplier prior to Acceptance, and following Acceptance until the end of the Extended Warranty Period (as these relate to each specific STS Crane), for substitution due to faulty design, faulty material or faulty components and/or faulty workmanship (including damages or losses connected with their shipment) shall be borne by the Supplier. d. Income taxes, if any, levied on the Supplier and/or its employees in connection with the performance of its undertakings hereunder, shall be payable and borne by the Supplier. e. If any tax exemptions, reductions, allowances or privileges may be available to the Supplier in Israel, APC shall use its best endeavors to enable the Supplier to benefit from any such tax savings to the maximum allowable extent, provided that APC shall not be prejudiced in any way whatsoever in consequence of such assistance. f. Value Added Tax (VAT) - if any - levied on services rendered in Israel by the Supplier's Israeli subcontractor approved as per Section 9 below (the "Approved Subcontractors") shall be borne by APC, subject to the following procedure, but only in the event that each invoice from any such Approved Subcontractor or any group of invoices for payment from such subcontractor exceeds NIS 2,500 (two thousand five hundred New Israeli Shekels) of VAT which is payable (PROVIDED HOWEVER, that each such subcontractor may only once - whether with regard to the "last payment" or at any other time furnish an invoice calling for payment of less than NIS 2,500 if such invoice is approved by the Supplier as set forth below). The procedure set forth below may be amended, at APC's request, only after receiving Supplier's written consent, provided that such consent shall not be unreasonably withheld. g. The following documents shall be presented by the Israeli Approved Subcontractors to APC: (i)
Israeli Approved Subcontractor's invoices shall be made out in the name of Supplier only. Each invoice shall state separately the amount actually received from the Supplier and the respective amount - if any - of VAT.
(ii)
A confirmation, signed by the Supplier, that the amount, less the VAT, has been paid to the Israeli Approved Subcontractor by him in the following form: 03
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
"We hereby confirm that in accordance with Section 6(g)(ii) of the Agreement between Ashdod Port Company Ltd. and _____________________[the Supplier] dated [_________], the sum of [_____________] was transferred on [__________] (date) to [___________________________________] (name of Israeli subcontractor) on our instructions pursuant to the above-noted Agreement to the subcontractor's Account No [_______________] at [_____________________] (name of bank) based on subcontractor's invoice No. [__________________] dated [___________]" (iii)
Certificates of the appropriate Israeli and foreign banks verifying the transfer of the sum from the Supplier to the Israeli Approved Subcontractor and stating specifically the names of the Supplier and the Israeli Approved Subcontractor who has received the amount and the date upon which the transfer was made.
(iv)
Israeli Approved certificate.
(v)
Israeli Approved Subcontractor's certificate of appropriate book keeping according to Section 2 to the Public Corporations' Transactions Law, 6791 ( חוק עסקאות 6791- תשל"ו,(גופים ציבוריים.
Subcontractor's
withholding
tax
h. Upon receipt of said documents and provided that no foreclosure of any kind is imposed on the Israeli Approved Subcontractor's accounts or cash/money of any kind, APC shall reimburse the respective Israeli Approved Subcontractor with the sum of VAT so levied according to the representative rate of exchange of the Bank of Israel for the NIS to the Euro on the day that the payment to the Israeli Approved Subcontractor was actually made. i. No payment set forth hereunder made by APC to an Israeli Approved Subcontractor shall constitute a contractual relationship between APC and the Israeli Approved Subcontractor, nor shall it create any obligation on the part of APC towards any Subcontractor. j. The Supplier shall hold harmless, indemnify and defend APC and its respective officers, employees and shareholders from and against any direct or indirect losses, damages, fines and expenses including court costs and attorney's fees arising out of or relating to any claims made by any Israeli Approved Subcontractor (or Subcontractor) in connection with this Agreement. Without derogation from the above, APC shall inform the Supplier of any claims made by an Israeli Approved Subcontractor (or Subcontractor). k. APC will apply to the VAT authorities in ISRAEL in order to receive permission to deduct the VAT paid to any local subcontractor and Supplier shall endeavor to assist APC in achieving the above permission, including by submitting all necessary documents.
04 32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
7.
Execution of Work a. Ashdod Project Manager. Within ten (10) calendar days of the Effective Date, APC shall notify the Supplier of the name of its project manager (the “Ashdod Project Manager”), who shall represent and act on behalf of APC during this Agreement. All notices or communications under this Agreement to APC shall be submitted to the Ashdod Project Manager. b. Supplier Project Manager.
8.
i.
Within ten (10) calendar days of the Effective Date, Supplier shall notify the APC in writing of the name of its project manager (the “Supplier Project Manager”) who shall represent and act on behalf of Supplier during this Agreement, subject to written approval from the APC. If the APC makes no objection to the appointment within ten (10) calendar days, then the Supplier Project Manager shall be deemed approved. If the APC objects to the appointment, then the Supplier shall appoint a replacement within fourteen (14) calendar days of such objection, and the foregoing provisions of this Clause shall apply. All notices or communications under this Agreement to the Supplier shall be submitted to the Supplier Project Manager.
ii.
The Supplier Project Manager shall be responsible to the Supplier, and his duties shall be to supervise, to test and examine any works or workmanship employed in connection with this Agreement.
iii.
The Supplier shall not revoke the appointment of the Supplier Project Manager without the APC’s prior written consent, which shall not be unreasonably withheld. If the APC consents thereto, the Supplier shall appoint a replacement as the Supplier Project Manager, pursuant to the procedure set forth in Clause 7(b)(i) above.
iv.
The APC may, by notice to the Supplier, object to any representative or person employed by the Supplier in the execution of this Agreement who, in the reasonable opinion of the APC, is inappropriate, incompetent and negligent or commits a breach of the Site regulations, whereupon the Supplier shall remove such person from its duty, and shall promptly appoint a replacement.
Work Program;Documentation a. Documentation. All documentation, reports, diagrams and other information required to be submitted under the Technical Specifications shall be submitted to the APC in due and timely fashion. Without derogating from the generality of the aforementioned, the Supplier shall submit to the APC a chart showing the proposed organization to be established by the Supplier for carrying out its undertakings under this Agreement. The chart shall include the identities of the key personnel together with the CV of such key personnel to be employed, and the Supplier shall promptly inform the APC in writing, of any revision or alteration to the organizational chart. b. The Supplier shall prepare and submit to the APC within thirty (30) days as of the Effective Date a detailed program (the “Work Program” or "Timetable") of performance of this Agreement, showing the sequence in which it proposes to 05
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
design, fabricate, supply, deliver, erect, commission, test and warrant the STS Cranes so as to enable the Supplier to execute the Agreement in accordance with the terms herein and in accordance with the requirements of Section 11, Appendix A, Section A. The Timetable so submitted by the Supplier shall accord with the Time Schedule (Appendix P), and any other dates and periods specified in the Agreement, including its Technical Specifications. c. The Supplier shall submit, for review by APC and its approval, copies of all design drawings, calculations (structural, electrical, mechanical), electrical diagrams, catalogs and technical data sheets and any additional information used to design, manufacture, erect and operate the STS Cranes, in accordance with Section 4, Appendix A, Section A. The final and approved STS Cranes' detailed design shall be signed by both Parties. The approval of such STS Cranes' detailed design by APC shall not, in any way, be deemed as derogation from Supplier's responsibilities and liabilities under this Agreement, and shall not impose any liability whatsoever on APC. d. The Supplier shall monitor progress of all activities and supply progress reports to the APC as called for in Section 5, Appendix A, Section A. The progress reports shall be in a form acceptable to the APC and shall provide details in accordance with the Technical Specifications. e. If at any time, the Supplier’s actual progress falls behind the Work Program, or it becomes apparent that it will fall behind, the Supplier shall prepare and submit a revised Work Program, taking into account the prevailing circumstances and shall notify the APC of the steps being taken to expedite progress so as to attain Acceptance in accordance with the Time Schedule. 9.
Subcontractors a. The Supplier may select and employ Subcontractors, from the list of the approved subcontractors detailed within Section 13 of Appendix A, Section B, with respect of the specific items detailed therein. Notwithstanding the above, the Supplier may elect Subcontractors which are not specified in such aforementioned Sections subject to prior written approval of APC. b. For items not specified in Section 13 of Appendix A, Section B, Supplier may also employ such Subcontractors as it may select, at its discretion, all subject to the provision that such goods and services supplied shall be in full compliance with the requirements of this Agreement and the Technical Specifications and within the full liability of the Supplier, and all subject to the prior written consent of the APC. c. In addition to and without derogating from Sections 9(a) and 9(b) above, any Israeli Subcontractor employed by the Supplier shall submit to APC, prior to its employment, the following documents, and shall be subject also to APC's controller's pre-approval in terms of compliance with the Tax Authorities requirements:
Subcontractor's withholding tax certificate.
Subcontractor's certificate of appropriate book keeping according to Section 2 to the Public Corporations' Transactions Law, 1976 ( חוק עסקאות (גופים 6791- תשל"ו,ציבוריים. 06
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
d. For the avoidance of doubt, any such Subcontractor appointed by the Supplier and approved by APC in accordance to this Section above, shall be bound by the terms and conditions of this Agreement, to the extent applicable. e. The Supplier shall continue to be responsible and guarantee the performance of its obligations hereunder and any breach of the terms and conditions of this Agreement by any Subcontractor will be considered a breach of this Agreement by Supplier. f. The Supplier shall hold harmless, indemnify and defend APC and its respective officers, employees, and shareholders from and against any direct or indirect losses, damages, fines and expenses including court costs and attorney's fees arising out of or relating to any claims made by any approved Subcontractor (or Subcontractor) in connection with this Agreement. Without derogation from the above, APC shall inform the Supplier of any claims made by an Approved Subcontractor (or Subcontractor). 10.
Design and Engineering a. In addition to, and without derogation from the terms and conditions of the Technical Specifications, including without limitation Section 4, Appendix A, Section A , the Supplier shall execute the detailed design and the engineering work in compliance with the provisions of the Agreement, or where not so specified, in accordance with good engineering practice. The Supplier shall be liable for any discrepancies, errors, or omissions in the specifications, drawings and other technical documents that it has prepared, whether these have been approved by the APC or not. b. The copyright in all drawings, documents and other materials containing data and information furnished to the APC by the Supplier herein shall remain vested in the Supplier, or if they are furnished to the APC directly or through the Supplier by any third party, including suppliers of materials, the copyright in such materials shall remain vested in such third party, all copyrights subject to the APC’s right of free use of said drawings etc. (including the ordering of fabrication of parts) for purposes of operation and maintenance of the STS Cranes.
11.
APC’s Rights of Inspection a. All work undertaken by Supplier may be inspected by the APC, or its duly authorized representatives (whether “in-house” or third party representatives), at the Supplier’s premises (and/or the Subcontractor’s premises), whether in Israel or abroad, and at all sites, at any stage of design, production, assembly, transport, Erection, Installation, and testing, and if found defective or inferior in quality to, or differing in form or material from the requirements of the Agreement, may be rejected. Expenses relating to the APC's personnel or representatives performing the inspection, e.g., Air fare, hotels and per diem expenses shall be borne by APC b. Frequency and duration of such inspection shall be determined by APC, or its duly authorized representatives, after its coordination with Supplier. 07
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
c. Materials or components of any item to be provided under this Agreement, which is rejected under this Section shall not be considered as having been supplied or delivered under this Agreement, and the Supplier shall within the stipulated time for delivery specified in the Agreement, deliver satisfactory materials and components instead of the rejected ones, at the Supplier’s own expense. In any event such materials/components shall be delivered as soon as possible and without delaying the Timetable. d. If any of the materials or components, completed or in course of production or assembly, is rejected on inspection or checking, carried out by or on behalf of the APC, the same shall be marked in a manner satisfactory to the APC, so as to ensure its subsequent identification as a rejected article. e. If, in the event of any rejection as above said, the Supplier shall consider itself aggrieved, it shall be entitled to refer the case to dispute resolution pursuant to Clause 28 below (“Dispute Resolution”), provided that, under no circumstances shall any reference to dispute resolution justify a delay in production or assembly by the Supplier. 12.
Completion and Acceptance a. Once each STS Crane has been made ready for operation on the Operation Site, in accordance with the provisions of this Agreement, testing and Acceptance shall be undertaken in accordance with Section 11 (“Final Adjustment and Testing on Operation Site (quay number 23)”) of Attachment A, Section B. b. Without derogating from the generality of the aforesaid, the Supplier shall, upon completion of each STS Crane on the Operation Site and prior to the testing of the respective STS Crane, deliver to Ashdod Project Manager a "Declaration of Completion of works in Operation Site" in the form attached hereto as Appendix J, provided that, all conditions required to be completed prior to the start of Acceptance Tests as per the Technical Specifications were fulfilled (including completion of Basic Training, Service Company etc.). c. Within six (6) Business Days days of the receipt of said "Declaration of Completion of works in Operation Site ", the APC and Supplier shall initiate the conduct of such examinations as are necessary to examine the specific STS Crane in preparation for commencement of testing in accordance with section 11.2 (“Final Adjustment and Testing on Operation Site (quay number 23)”) of Attachment A, Section B ('General Inspection'). The APC shall issue, upon completion of the General Inspection, a "Certificate of Readiness for Testing" in the Form attached hereto as Appendix K. d. Immediately following the issuance by APC of a Certificate of Readiness for Testing (i.e., within one week), Supplier shall execute the functional testing ('Functional Testing') and the cycle test ('Cycle Test') in accordance with sections 11.2.4 and 11.2.5 of Appendix A, Section B. 08
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
e. No later than two (2) weeks following completion of the Functional Testing and the Cycle Test by Supplier to the full satisfaction of APC in accordance with the Technical Specifications, APC shall initiate the conduct of normal operation testing ('Normal Operation Testing') with respect to the specific STS Crane and in accordance with Section 11.2.6 of Appendix A, Section B. The STS Cranes must undergo Normal Operation Testing after the completion of the requisite tests before and as a condition for the Acceptance of each STS Crane. In the event that the Normal Operation Testing cannot be started or completed, because of the failure attributed solely to APC, each STS Crane shall be accepted by the APC, despite the failure to conduct said operating tests, as of six (6) weeks from the date the Normal Operation Test should have been started as stated above. For the avoidance of all doubt, such acceptance shall be for the purpose of payment to the Supplier only, and all applicable tests shall continue to be conducted in accordance with the Technical Specifications. APC is not obligated to conduct the Normal Operation Testing in a continuous manner, and the conduct of the Normal Operation Testing in a non continuous manner shall not constitute failure of APC to conduct said operating tests. f. Upon completion of the Acceptance Tests in full compliance with the Technical Specifications (Section 11.2.7, Appendix A, Section B) and other conditions hereunder, the APC shall confirm, in its sole reasonable discretion, Acceptance of the respective STS Crane in writing by issuing the Acceptance Certificate, and the Warranty Period with respect to such STS Crane shall begin as of the date of issuance of the Acceptance Certificate. g. With regard to each individual STS Crane, the provisions relating to the Acceptance Test shall apply to each such STS Crane individually and the Acceptance Certificate shall be issued accordingly for each such STS Crane. h. All works related to the Acceptance Tests (including, without limitation, any repair, assembly of parts, replacement materials, men, designs, tests, transporting of materials and any other action whether on the Operation Site of the Acceptance Tests or in the Service Company) and any and all expenses, costs and risk in connection therewith shall be born and vested in Supplier with no additional charge and the Supplier agrees that the Contract Price already includes due compensation for Supplier for the performance of the Acceptance Tests and all associated works and all related costs and expenses of any kind. 13.
Intellectual Property a. The Supplier warrants that it has the right to grant to APC all rights and licenses contained in this Agreement with respect to the STS Cranes (including but not limited to any and all design, software, hardware, ideas and all other aspects of the STS Cranes or any other item or service provided by Supplier), and any third party intellectual property that is used in, embedded in or forms a part of the STS Cranes (the "Intellectual Property"). The Contract Price set forth herein includes any payment that Supplier may be obligated to make to such third party and the exercise by 09
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
APC of its rights under this Agreement does not and will not infringe the trademark, copyright, patent or other intellectual property rights, or violate the proprietary information rights of said third parties. b. The Supplier hereby grants to APC an irrevocable, worldwide license to use any and all Intellectual Property, in any manner, including to maintain the STS Cranes and any other item supplied under this Agreement, with the Intellectual Property (the “License”), and to grant sublicenses, and/or to transfer and assign the License, upon any resale or other disposition of any kind, of the STS Crane(s) or other items supplied hereunder. c. The Supplier shall indemnify and hold harmless APC, its employees, directors, shareholders and agents, from and against all legal expenses which may be incurred as well as all damages, losses and costs which may be assessed against or borne by the APC by reason of the APC’s utilization of its rights under the License, in any manner, including regarding any or all actions or proceedings charging infringement of the rights of others including patent, trademark or copyright rights. If use of the STS Cranes or any part thereof should be enjoined, the Supplier shall, at the Supplier’s sole expense, take any of the following courses of action: a) procure for the APC the right to continue using any such item; b) replace said item with equal or superior non-infringing item; or c) modify the item, so that it becomes non-infringing, provided such modified item shall be equal or superior to the infringing item. d. In the event of any claim being made against APC arising out of the matters referred to in this Clause 13, and in respect of which the Supplier may be liable under this Clause 13, the Supplier shall be notified thereof and at the sole and absolute discretion of the APC, shall at its own expense, conduct all negotiations for the settlement of same and defend any litigation that may arise therefrom, it being clarified that if APC elects to conduct all negotiations for the settlement of same and defend any litigation that may arise therefrom, all expenses shall also be borne by the Supplier. APC shall not, unless and until the Supplier shall have failed to take over the conduct of the negotiations or litigation, make any admission which might be prejudicial thereto, and shall provide reasonable cooperation in any such defense, at the expense of Supplier. To the extent the Supplier shall not diligently and promptly defend against any claim or demand, APC shall be entitled to settle or defend the same and shall be immediately indemnified by the Supplier as set forth above. For the avoidance of doubt, the Supplier shall not be allowed and shall not settle any claim by admitting any fact in connection with APC which may be detrimental to APC without APC's prior written consent. e. The APC undertakes not to make any action, fact or omission, whether based on information received from the Supplier or not, which could be harmful to or which in any case make prejudice to the interest and title of the Supplier in its Intellectual Property. f. Within the Warranty Period and the Extended Warranty Period, Supplier undertakes to provide to APC, at no extra cost and if applicable, any updates, modifications, bug fixes, or any other improvement to the 21 32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
Intellectual Property and any such submission shall be deemed to fall under the License above. 14.
Warranty; Warranty Period a. Notwithstanding anything to the contrary herein contained, the Supplier represents, warrants and undertakes that any STS Crane will, upon Acceptance, be free from defects and/or faults in its design, engineering, materials, systems, components, etc. and in its workmanship and perform in complete compliance with the terms and conditions of this Agreement and the Technical Specifications (the "Warranty") for a period of at least thirty six (36) months from the issuance of a Certificate of Acceptance by APC for each applicable STS Crane ("Warranty Period"). b. Subject to Section 17 below, the Supplier shall bear full responsibility for all damages and losses to each STS Crane due to defects and/or faults including, without limitation, design faults, faulty workmanship, faulty materials or components or STS Cranes' parts whether done, made or manufactured by the Supplier or any of its suppliers or Subcontractors. c. If the Supplier uses products of third parties carrying a warranty which covers a period of more than the aforesaid period, the same respective period of time will apply to those products only. At the lapse of the Warranty Period, the Supplier will assign its rights to each such warranty to APC, enabling APC to make use thereof in the remaining period. d. Upon APC learning of any fault or defect under Warranty, APC shall issue to the Supplier a related Warranty claim stating the nature of the failure, demand for repair etc. APC shall, at its sole discretion and without imposing any liability on APC, perform such repairs that are necessary and as its employees will be trained by Supplier to perform, in accordance with Section 8.3 of Appendix A, Section A. In the event that APC will not repair the defect or fault, APC will inform the Supplier thereof and the Supplier will ensure that the fault or defect will be attended to as soon as possible following receipt of APC's claim notice and no later than 7am (Israel time) of the following Business Day. Contractor shall continuously, while employing full capacity, perform all necessary actions and take all measures until the defect, failure of fault has been fully resolved. In the event that the Supplier fails to perform satisfactory, at APC's sole discretion, APC may carry out the repair work and may claim all related costs and expenses from the Supplier. e. No work undertaken by the APC in accordance with this Section shall be deemed to relieve the Supplier of any liability. f. The Warranty services shall be provided to APC during Business Days, standard working hours at APC (7am - 7pm; working hours on Friday shall be 7am to 3pm Israel time). g. Should any STS Crane and/or STS Cranes' parts be replaced or repaired by virtue of this Warranty, the Warranty Period of that replaced STS 20
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Crane and/or parts (whatever the case may be) shall start anew from the day the said part has been replaced or repaired and handed over to APC, and the respective Warranty and Extended Warranty Guarantee shall be extended accordingly. h. In the event that during the repairs, spare parts of APC are used, such spare parts shall be promptly replaced by Supplier, at no additional charge to APC and at the expense of Supplier. i. Excluded from the Warranty are items for which repair or replacement are necessary due to: (i) normal wear and tear - as defined below; (ii) vandalism by parties not related to the Supplier; (iii) gross negligence or willful misuse by APC; and (iv) damages caused to the STS Crane by work done by APC or APC's subcontractors on the STS Crane which contradict Supplier's instructions. j. For the purpose of this Clause 14 "normal wear and tear" shall mean items which have restricted life length by nature and are to be replaced periodically, pursuant to normal operation of STS Cranes while maintaining the STS Cranes (for example but not limited to fuses, bulbs). k. For the avoidance of doubt, during the Warranty Period, all actions taken by the Supplier for the purpose of performing its Warranty related obligations hereunder (including additional and replacement materials and parts, labor, designs, tests, transporting of materials etc.) and any and all expenses and costs in connection therewith shall be performed and borne by Supplier with no additional charge and the Supplier agrees that the Contract Price for One STS Crane already includes due compensation for the Warranty and all aspects thereof. l. Without derogating from APC's other rights herein, if the Supplier fails to commence the work or fail to perform the work in a timely or continuous manner necessary to remedy a defect or any damage to the STS Cranes caused by such defect within a reasonable time, the APC may, following notice to the Supplier, proceed to do such work at Supplier's expense and risk. No work undertaken by the APC in accordance hereunder shall be deemed to relieve the Supplier of any liability, for which it shall remain wholly responsible, as if it had undertaken such work directly. m. The Supplier undertakes and commits that Supplier maintains a maintenance service company/station in Israel or will establish a service company/station not later than the Acceptance of the first STS Crane which shall be maintained for the duration of the Warranty Period of each STS Crane as further detailed in Sections 8 and 10, Appendix A, Section A (the "Service Company"). Without imposing any liability on APC, the Service Company is subject to APC’s prior written approval in terms of its ability to provide a quality of service conforming to the industry's highest standards. Supplier further undertakes and commits that the Service Company shall secure and maintain all licenses and permits required for rendering services to APC in connection herewith. 22 32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
n. To ensure its obligations for Warranty under this Agreement and this Clause 14, the Supplier shall deliver to APC upon the delivery of the respective STS Crane to APC, a Bank Guarantee for Warranty Period and Extended Warranty Period as provided in Clause 15A below. 15. Extended Warranty for Structure and Paint a. It is expressly agreed to by the Parties that defects relating to the structure and paint which are discovered during a period of eighty four (84) months after the Acceptance of each STS Crane shall be treated in the following manner (hereinafter the "Extended Warranty";"Extended Warranty Period"). b. The Supplier shall inspect the relevant STS Cranes according to the schedule, which is given in Section 8, Appendix A, Section A. c. The Supplier shall execute all repair work - materials, parts and labor, associated with the Extended Warranty Claims and/or the findings of the periodical Warranty inspections. d. The Supplier shall notify the APC of corresponding and similar failures found in other STS Cranes of their manufacture. e. The provisions relating to the Warranty shall apply to the Extended Warranty mutatis mutandis. 15A. Warranty and Extended Warranty Guarantee a. To ensure Supplier's obligations with respect to the Warranty and the Extended Warranty, Supplier shall furnish one Bank Guarantee for the Warranty Period and the Extended Warranty Period as detailed below. b. The Bank Guarantee for Warranty Period and Extended Warranty Period relating to each STS Crane shall be issued only from an Approved Bank, in an amount equal to 10% of the Contract Price for One STS Crane, in force for a period of thirty six (36) months from the Acceptance of the relevant STS Crane plus forty five (45) calendar days all with respect to the Warranty Period. Thereafter, with respect to the Extended Warranty Period, the Bank Guarantee shall be reduced to the amount of 5% of the Contract Price for One STS Crane, and shall be in force for a period of forty eight (48) months from the end of the Warranty Period as detailed above of the relevant STS Crane, plus forty five (45) calendar days. c. Supplier undertakes to extend the Bank Guarantee, from time to time, at the request of APC so that the Bank Guarantee shall be in force at least 45 (forty five) days following the extension of the Warranty Period or the Extended Warranty Period, as applicable. 23 32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
d. In addition, Supplier undertakes to extend the Bank Guarantee upon receipt of APC's written notice stating that defects/faults have been, to APC’s best understanding, revealed or disclosed within the Warranty Period or the Extended Warranty Period, as applicable, and are not expected to be repaired by Supplier by the end of the Warranty Period or the Extended Warranty Period, as applicable. In such event the Warranty Period or the Extended Warranty Period, as applicable, shall be extended for an additional period to be agreed upon between the Parties, and respective period of the Bank Guarantee shall be extended accordingly. In the event the Parties do not agree on such period of extension of the Warranty Period or the Extended Warranty Period, then the Warranty Period or the Extended Warranty Period, as applicable and the respective period of the Bank Guarantee shall be extended for an additional period of six (6) months. For the avoidance of doubt, the Bank Guarantee shall also serve as security for the performance of this Subsection. e. In the event the Supplier breaches any of its Warranty/Extended Warranty obligations under this Agreement, including under the Technical Specifications, APC shall be entitled to present each Bank Guarantee for Warranty Period and Extended Warranty Period to the issuer thereof and demand payment of the amount covered thereby, all without prejudice to APC’s other rights and remedies under this Agreement and any applicable law, including, its right to demand enforcement of this Agreement. 16.
Liquidated Damages a. Late Acceptance. In any event of Acceptance of an STS Crane after the final Acceptance date, as set forth in the Time Schedule, taking into consideration any extension of time for Acceptance approved pursuant to the Agreement, Supplier will pay APC one half of one percent (0.5%) of the Contract Price for One STS Crane per each week or any part thereof of delay of Acceptance of such STS Crane beyond the final Acceptance date applicable to such STS Crane, provided that, such liquidated damages shall not exceed an amount equal to ten percent (10%) of the Contract Price for One STS Crane. (“Liquidated Damages”). b. APC shall not be entitled to Liquidated Damages for delays of less than thirty (30) calendar days, but for any delay of more than thirty (30) calendar days after the final Acceptance date, the Liquidated Damages will accrue from the final Acceptance date until actual Acceptance of the relevant STS Crane. Collection of the Liquidated Damages shall be at the discretion of the APC. c. The Liquidated Damages will serve as a non-exclusive recourse against Supplier, without prejudice to any other rights of the APC and both Parties agree that the Liquidated Damages are reasonable and in proportion to the rights and obligations underlying this Agreement. In the event that Acceptance is delayed by more than sixty (60) calendar days after the final Acceptance date, such delay will be deemed a material breach of this Agreement by Supplier (an “Acceptance Breach”). Without derogating from APC's rights under this Agreement and any 24
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applicable law, in the event of an Acceptance Breach, APC shall be entitled to each of the following cumulative remedies, at its sole discretion: (i) collect Liquidated Damages; (ii) terminate this Agreement due to Supplier's Material Breach as per Clause 26 below; (iii) allow Supplier additional time for Acceptance (in such case Liquidated Damages will continue to accrue as set forth above), all of the foregoing without prejudice to APC’s other rights and remedies hereunder and under applicable law, including without limitation, its right to demand enforcement of this Agreement, its right to demand the Liquidated Damages under this Clause 16, and its right to demand payment of the amount covered by the Performance Guarantee and/or Payment Guarantees. Further, APC will be entitled to (but not obligated to) collect the Liquidated Damages from Supplier in any manner, including, without limitation, through the exercise of the Bank Guarantees in case Supplier has abstained from submitting the Bank Guarantee for Liquidated Damages, including in the event of termination due to Supplier's Material Breach. d. If the Acceptance of any STS Crane has been actually performed on a date later than specified in the Time Schedule, the Supplier shall submit to the APC a Bank Guarantee for Liquidated Damages, in a value calculated according to Sub-Clause (a) above, as a condition precedent to Acceptance by APC of the same STS Crane. e. Additional terms and conditions with regard to the Bank Guarantee for Liquidated Damages are provided in Clause 5 above. 17.
Indemnifications and Liability a. The Supplier shall be solely liable for the care and custody of the STS Cranes or any part thereof until Acceptance of each specific STS Crane. b. The Supplier shall be solely liable for, and shall indemnify and hold harmless APC, its officers and employees (the “Indemnified Parties”) from and against all claims, risks and liabilities and every damage or loss to property, including without limitation, damage or loss to any property, equipment, tools and/or materials of the Supplier or any of its Subcontractors or anyone acting on their behalf which is brought to the Sites, or injuries to or death of persons, including officers and employees of APC and third parties, of whatever kind caused by, or arising out of the acts or omissions performed by the Supplier and/or anyone acting on its behalf. c. Without derogating from the generality of the above, the Supplier shall indemnify and hold harmless the Indemnified Parties from and against all losses, claims, damages, or other costs of any nature or kind whatsoever arising directly or indirectly out of: a) the breach of any warranty, representation, or agreement hereunder; b) use of the Intellectual Property; c) the quality or condition of or defect in the STS Crane(s); d) any claims from third parties alleging ownership or right, title or interest, of any kind, in the STS Crane(s); e) damage, wrong, loss, death or injury of any kind or nature caused by any conduct, act, omission or warranty of Supplier and/or anyone acting on its behalf, arising from or related to this 25
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Agreement. Such indemnity shall include, without limitation, attorneys’ fees, court costs, investigations, litigations, and settlement of any claims. d. For the avoidance of any doubt, neither APC nor anyone on its behalf, shall be liable for any loss or damage, for any reason whatsoever, to the STS Cranes or any part thereof until Acceptance of each specific STS Crane and all such liability is hereby expressly waived by the Supplier, provided that the foregoing shall not apply for the benefit of any one who caused damage with malicious intent. e. In the event that any claim is made against the APC or any lien affixed against it, the APC may withhold any payments then due or thereafter becoming due to the Supplier, until such claims are satisfied and/or the liens released. Without derogation from the aforementioned, the Indemnified Parties shall inform the Supplier as soon as possible about any claims, liens, etc. f. Except in any event of the following: (a) loss or damages to any third party including, without limitation, for or in connection with bodily injury or death of any person or damage to tangible property; and/or (b) loss or damages due to a Party’s breach of its confidentiality undertakings; and/or (c) Supplier's liability under clause 13 for any Intellectual Property infringement; and/or (d) loss or damage due to malicious act of either Party; and/or (f) financial loss or damage arising out of Supplier's and/or anyone on its behalf, professional error or omission, neither Party shall be liable for any indirect, incidental, punitive or consequential damages. For the purpose of subsection (a) above, either Party's personnel shall be regarded as third parties. g. Notwithstanding anything to the contrary herein, either Party's liability hereunder and under any purchase order issued under the Agreement shall be limited to and shall not exceed the Contract Price. It is expressly understood that the above limitation on Supplier's liability shall be without derogation from any of APC's rights to any refund and/or Liquidated Damages to which APC may be entitled (if and to the full extent it will be entitled to) under the Agreement, and such amounts, if applicable, shall be payable to APC in excess to said limitation. 18.
Title. Without derogation from Clause 4 ('Supplier's Warranties and Representations') and without prejudice to APC’s right to return Faulty parts in accordance with the terms of this Agreement and/or under Supplier’s Warranty or Extended Warranty, the Supplier shall convey to APC, as of signature by the Ashdod Port Manager of Supplier's Form B "Start of Erection" attached to Appendix H hereto, full, complete and unhindered title to the STS Crane including, all materials, components, parts and all other matters used in connection with the STS Cranes and which comprise a part of such STS Cranes, located at all sites, including, the Erection Site (in Israel or abroad), at the Operation Site, at the Supplier's premises and its Subcontractors' premises whether in Israel or abroad. The title conveyed hereunder shall be 26
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conveyed free and clear from any third party right, including, without limitation, rights in equity or incidental or implied rights of any kind 19.
Confidentiality a. Each Party shall keep confidential and shall not, without the written consent of the other Party, divulge to any third party any Confidential Information furnished directly or indirectly by the other Party hereto in connection with this Agreement or the business relationship hereunder, whether such Confidential Information has been furnished prior to, during or following termination of the Agreement. Notwithstanding the above, the Supplier may furnish to its Subcontractor(s) such Confidential Information it receives from APC to the extent required for the Subcontractor(s) to perform their work hereunder, in which event the Supplier shall obtain from such Subcontractor(s) an undertaking of confidentiality similar to the one set forth herein. Likewise, the APC may furnish to any third party, for the purpose of maintenance of the STS Crane(s), for transferring or selling the STS Cranes or for any other commercial or legal purpose which it deems relevant, at its sole discretion, such Confidential Information it receives from Supplier, to the extent required for such purpose, in which event the APC shall obtain from such third party(ies) an undertaking of confidentiality similar to the one set forth hereunder. For the purpose of this Agreement, the term "Confidential Information" shall mean any document, data or other information which is confidential in nature and/or that has been identified in writing by the disclosing party as confidential. b. Neither Party shall use documents, data and other information received from the other Party for any purpose other than for fulfillment of its undertakings under this Agreement. c. The confidentiality obligations hereunder shall not apply to that information which: i. Now or hereafter enters the public domain through no fault of a Party; ii. Can be proven to have been possessed by a Party at the time of disclosure and which was not previously obtained, directly or indirectly, from the other Party hereto; iii. Otherwise lawfully becomes available to a Party from a third party that has no obligation of confidentiality. d. The confidentiality provisions hereunder shall survive termination, for whatever reason, of this Agreement.
20.
Insurance a. Supplier will, at its own cost and expense, during the entire term of this Agreement, keep in full force and effect with an authorized and reputable insurers, insurances as described hereunder in this Agreement and any other insurance the Supplier is legally obligated to effect in accordance with the state in which the services are being performed. The insurance policies will remain in effect continuously for the term of this Agreement and any renewals hereof, and for such longer periods as is necessary to 27
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cover Supplier ’s indemnity obligations under this Agreement or any applicable law: 1) Workers’ compensation statutory in accordance with the state in which the services are being performed; 2) Contractors All Risks insurance which includes the following sections of coverage: a) Section (1) – Property Damage: Physical and unforeseen loss or damage occurs at the Erection Site during the period of insurance; b) Section (2) – Third Party Liability: Liability towards third parties in respect of bodily injury or damage to property which occurs during the construction period; c) Section (3) – Employers Liability: Liability towards employees in respect of bodily injury occurring at the Erection Site during the construction period, during and due to execution of the works. 4) Compulsory insurance covering liability which is required to be insured under the requirements of the applicable law. 5) Comprehensive motor insurance as well as third party liability insurance property damage which shall be extended to indemnify APC in respect of any liability devolving upon APC as a result of the utilization of such vehicles. 6) Professional Liability Insurance including errors and omissions, with a limit of USD 5,000,000 per occurrence and in the aggregate. 7) Products/Completed Operation Insurance with limit of liability of USD 5,000,000 per occurrence and in the aggregate to cover Suppliers’ legal liability. b. All such insurance policies shall ensure that the Supplier, its insurer(s) and anyone claiming on its behalf shall have no claim, right of action or right of subrogation against APC, its affiliates, directors, officers, employees and its customers. The named insured under the Contractors All Risks insurance will also include APC. c. Within thirty (30) calendar days as of the Effective Date of the Agreement and in any event Prior to the Supplier entering the Erection Site, the Supplier shall furnish a certificate of insurance attached herein as appendix G evidencing that the coverage and policy endorsements required under the Agreement are maintained in force. d. APC may examine the Insurance Certificate, which the Supplier is committed to furnish as set out above, and the Supplier undertakes to make any change or amendment that will be required in order to make it conform with the Supplier’s undertakings. The Supplier declares that APC's right to examine the Insurance Certificate and its right to demand amendments to the Insurance Certificate, as set out above, does not impose on APC or any party on its behalf any obligation or responsibility in relation to such Insurance Certificate, or as regards the nature, extent and validity of the Supplier’s insurance coverage or with respect to the absence thereof, nor does it detract from any liability whatsoever imposed on the Supplier herein. APC is entitled to accept, at its sole discretion, alternate wording to the Insurance Certificate. e. Supplier or its insurers shall provide thirty (30) days written notice to APC prior to cancellation or material change of any insurance policy. f. Supplier’s policies will be primary and non-contributing with respect to any other insurance or self-insurance which may be maintained by APC.
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g.
It is agreed that the mere purchase and existence of insurance (or failure to maintain insurance policies) does not exempt the Supplier from its liability in accordance with this agreement or any applicable law.
h. Any subcontractors utilized by the Supplier in this agreement shall maintain the insurance coverage required by the Supplier. For the sake of avoidance of doubt, it is hereby clarified that the Supplier is liable for execution of the services. i. The Supplier exempts APC and any party acting on behalf of APC, from liability for any loss or damage to property which is brought by the Supplier or by any party acting on behalf of the Supplier into the premises of APC or for any property or equipment used by the Supplier or any party acting on its behalf for the purpose of providing the Services, neither will the Supplier have any allegation, demand or claim against the parties stated above in respect of loss or damage as aforementioned. The aforementioned exemption will not apply to anyone who causes malicious damage. j. The Supplier hereby undertakes to cause that the insurance terms to be brought to the attention of its managers, employees and Subcontractors, and the Supplier shall ensure that the changes necessary to effectuate the terms of this Agreement shall be executed both with respect to its insurance policies and with respect to the insurance policies of the Subcontractors currently engaged and which may be engaged in the future by the Supplier in connection with this Agreement. k. The Supplier hereby undertakes to cause that the insurance terms to be brought to the attention of its managers, employees and Subcontractors, and the Supplier shall ensure that the changes necessary to effectuate the terms of this Agreement shall be executed both with respect to its insurance policies and with respect to the insurance policies of the Subcontractors currently engaged and which may be engaged in the future by the Supplier in connection with this Agreement. l. If at any time APC is notified by Supplier's insurer/s that any of Supplier's Insurances are about to be cancelled and/or narrowed, the Supplier shall re-procure such insurance prior to the date of such cancellation/narrowing. m. For avoidance of doubt, it is agreed that the limits of indemnity noted under the liability Insurances mentioned above represent a minimum requirement. The Supplier undertakes to assess the relevant exposure to liability and determine the limits of liability accordingly. n. Throughout the performance of this Agreement, the Supplier shall comply with any applicable National Insurance Law and all regulations and orders there under so as to ensure that all personnel employed or engaged by or on behalf of Supplier in the performance of the work and/or additional services shall be entitled to the full benefits under such applicable law. o. The Supplier shall effect and maintain National Insurance and/or Workmen's Compensation Insurance as required under the laws applying to the employment of such persons. 29 32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
p. Furthermore, the Supplier shall effect and maintain any additional and/or supplementary insurance as it may deem necessary. 21.
Force Majeure a. "Force Majeure" shall mean any event beyond the reasonable control of the APC or of the Supplier, as the case may be, and which is unavoidable notwithstanding the reasonable care of the Party affected, and shall include, the following: i. War or warlike operations (whether a state of war have been declared or not), invasion, act of foreign enemy and civil war; ii. rebellion, revolution, insurrection, mutiny, usurpation of civil or military government, conspiracy, riot, civil commotion; iii. impediments related to strikes and lock-outs provided that they do actually disturb the enterprise of the Party seeking relief; b. For the purposes of subsection 21.a above, impediment does not include lack of authorizations, of licenses, of entry or residence permits, or of approvals necessary for the performance of the Agreement and to be issued by a public authority of any kind whatsoever in the country of the Party seeking relief. c. If either Party is prevented, hindered or delayed from or in performing any of its obligations under the Agreement by an event of Force Majeure, then it shall notify the other in writing of the occurrence of such event and the circumstances thereof within fourteen (14) calendar days after the occurrence of such event. Notice shall also be given when the event of Force Majeure ceases. d. The Party who has given such notice shall be excused from the punctual performance of its obligations under the Agreement for so long as the relevant event of Force Majeure continues and to the extent that such Party's performance and supply of the STS Cranes and/or parts and/or services is prevented, hindered or delayed. In such event the date for Acceptance shall be extended in accordance with Clause 25 below. e. Notwithstanding the aforementioned, a Force Majeure event shall not be treated under this Agreement as such, unless both the following conditions are satisfied: (i) best efforts were taken by the affected Party to reduce the impact of the Force Majeure event on its performance under this Agreement; and (ii) such Force Majeure event had direct influence on the execution of its performance under this Agreement. f. No delay nor nonperformance by either Party hereto caused by the occurrence of any event of Force Majeure shall: i. constitute a default or breach of the Agreement; ii. give rise to any claim for damages or additional cost or expense occasioned thereby; g. If the performance of the Agreement is substantially prevented, hindered or delayed for a single period of more than ninety (90) calendar days or an 31
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aggregate period of more than one hundred and eighty (180) calendar days on account of one or more events of Force Majeure during the term of this Agreement, the Parties will attempt to develop a mutually satisfactory solution, including with regard to no fault termination of the Agreement. 22.
Changes a. Introducing a Change. APC reserves the right to propose, and subsequently require, that the Supplier make any change, modification, addition or deletion to, in or from the STS Cranes, including changes that are not in the scope of the design and technical demands under the Technical Specifications (the "Change"), in accordance with the procedure set forth below: i. Minor Changes (as defined below) which have no material effect in terms of schedule and costs shall be relayed by the Ashdod Project Manager to the Supplier Project Manager in writing and concurrently related to the Supplier’s personnel on the Sites. The Minor Changes shall take effect immediately and shall upon delivery thereof to the Supplier be deemed as an original part of the Agreement and shall be binding upon the Parties hereto. "Minor Change": A change shall be considered a Minor Change if its execution and the execution of all such accumulated changes shall not exceed one half of one percent (0.5%) of the Contract Price for One STS Crane, and, in addition, does not require more than three (3) additional working days per Minor Change. In such event, the respective costs shall be negotiated in good faith by the Parties following such execution. ii. Major Changes - Changes which are not Minor Changes (“Major Changes”) are subject to the prior approval of the APC Deputy General Manager, Logistics and Engineering and shall be relayed by the Ashdod Project Manager to Supplier Project Manager, in writing. If a request for a Major Changes does not require the Supplier to order and/or purchase any materials and/or services from third parties, then such Major Change shall take effect immediately following an agreement by APC and the Supplier on the changes to the schedule and costs, and thereafter, shall be deemed as an original part of the Agreement and shall be binding on the Parties hereto. If a Major Change is required by APC, the Supplier shall make its best efforts to agree on the changes with APC including with respect to cost and schedule as soon as possible. However, in case (i) any request for a Major Change requires the Supplier to order and/or purchase any materials and/or services from third parties, or (ii) an agreement on prices and schedule is not reached within seven (7) calendar days, then such request shall be discussed and resolved in good faith, and in accordance with the provisions of this Agreement (“Settlement of Disputes”) – provided that, the issue shall not proceed to court and the decision of the APC Deputy General Manager, Logistics and Engineering shall be final 30
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and binding. Following the resolution such Major Change shall be deemed as an original part of this Agreement and shall be binding upon the parties hereto. iii. The Supplier may from time to time during its performance of the Agreement propose to the APC any Change that the Supplier considers necessary or desirable to improve the quality, efficiency or safety of the STS Cranes. The APC may, at its sole discretion, approve or reject any Change proposed by the Supplier. iv. Notwithstanding anything to the contrary herein, no Change may cause a delay in Acceptance unless the APC Deputy General Manager, Logistics and Engineering specifically authorizes, in advance and in writing, the delay in Acceptance (which shall be approved only in extreme circumstances). v. Notwithstanding the above, no change made necessary because of any default of the Supplier in the performance of its obligations under the Agreement shall be deemed to be a Change, and such change shall not result in any adjustment of the Contract Price or the time for Acceptance. b. A Change, prepared in accordance with mutual agreement between the Parties and arising out of the request of either Party shall include the following: i. brief description of the Change. ii. estimated cost of the Change. iii. effect on performance. iv. effect on any other provisions of the Agreement. v. application to specific STS Crane(s). c. The pricing of any Change shall, as far as practicable, be calculated in accordance with the rates and prices included in the Agreement. If such rates and prices are not applicable, the Parties thereto shall agree on specific rates for the valuation of the Change. 23.
Extension of Time for Acceptance a. Acceptance of each relevant STS Crane shall be extended, if requested by the Supplier, in the event that the Supplier is delayed or impeded in the performance of any of its obligations under the Agreement by reason of any of the following: i. any occurrence of Force Majeure, as set forth in Clause 21 above; ii. any Suspension Order given by the APC under Clause 24 below. by such period as shall be fair and reasonable in all the circumstances and shall be limited to the extent the Force Majeure or the Suspension has actually hindered the affected Party from performing its obligations hereunder, fairly reflect the delay or impediment sustained by the Supplier in the critical path of the work, as determined in the sole discretion of the APC Deputy General Manager, Logistics and Engineering. 32
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
b. The Supplier shall submit to the Ashdod Project Manager a notice of a claim for an extension of the time for Acceptance, together with particulars of the event or circumstance justifying such extension as soon as reasonably practicable after the commencement of such event or circumstance. As soon as reasonably practicable after receipt of such notice and supporting particulars of the claim, the APC Deputy General Manager, Logistics and Engineering shall decide, at his sole discretion, upon the period of such extension. c. The Supplier shall at all times use its best efforts to minimize any delay in the performance of its obligations under the Agreement. 24.
Suspension a. APC may notify Supplier of suspension of Supplier's performance of any or all of its obligations under the Agreement. Such notice shall specify the obligations of which performance is to be suspended and the effective date of the suspension. The Supplier shall thereupon suspend performance of such obligations (except those obligations necessary for the care or preservation of the STS Cranes) until ordered in writing to resume such performance by the APC. During the period of suspension, the Supplier shall not remove anything from the Sites without the APC’s prior written approval. b. If, by virtue of a suspension order, other than by reason of the Supplier's default or Supplier's breach of the Agreement, the Supplier's performance of any of its obligations is suspended for an aggregate period of more than 120 calendar days, then at any time thereafter and provided that at that time such performance is still suspended, the Supplier may give a notice to the APC requiring that the APC order the resumption of such performance within a reasonable time or request a Change in accordance with Clause 22 above, excluding the performance of the suspended obligations from the Agreement. c. If the APC fails to order the resumption as detailed in Clause 24. b above, the Supplier may, by a further notice, elect to treat the suspension, where it affects a part only of the STS Crane(s), as a deletion of such part in accordance with Clause 22.a ('Introducing a Change') or, where it affects the whole of the STS Cranes, as termination of the Agreement under Clause 25 ('Termination for Convenience').
25.
Termination For APC's Convenience a. APC may at any time terminate the Agreement for any reason by giving the Supplier a notice of termination that refers to this Clause 25 and the following terms will apply: i. If APC exercises its right of termination for convenience at any time prior to the approval of the detailed design and the execution thereafter of Form C titled: "Completion of Design Certificate" attached to Appendix I hereto, then Supplier's sole and exclusive remedy and APC's sole liability for the termination under this clause will be the amount of the first down payment made hereunder by APC to Supplier in accordance with Clause 1.1.of Appendix H 33
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
hereto and APC will surrender any Bank Guarantees APC then holds in accordance with this Agreement. It is hereby explicitly agreed that this amount of the first down payment represents a fair and just compensation for any damages (if any) that may be incurred by Supplier due to termination of this Agreement for APC's convenience at this stage. The Parties will return each other any Confidential Information that was furnished (if and to the extent Confidential Information have been furnished) to them by the other Party in pursuant to this Agreement, including any design furnished (if furnished) hereunder. ii. If APC exercises its right of termination for convenience at any time after the approval of the detailed design and the execution thereafter of Form A, APC will pay Supplier as Supplier's sole and exclusive remedy Supplier's actual and inevitable costs (including reasonable profit margin) as shall be determine by the Expert (as defined herein below) and the Expert decision will be final and binding on the Parties, without a right of appeal. The Expert will have full authority over the matter in order to mitigate the Parties costs with respect to the termination under this circumstances, including but not limited to the following: (a) the right to inspect Supplier's work in process and audit all relevant documents; (b) the right to determine what will be done with any and all parts of the STS Cranes that were or are being manufactured and/or delivered in pursuant of the Agreement at the time the termination notice was issued, (c) to order mitigation actions to be taken by any of the Parties hereto, and (d) to determine the percentage that will amount as reasonable Supplier's profit margin under the circumstances, PROVIDED HOWEVER that APC shall not be liable in any event under this clause for more than the Contract Price. "Expert" in this Clause shall mean an engineer who specialized in the field of hoisting appliances who shall be appointed by the Association of Engineers, Architects and Graduates in Technological Sciences in Israel. APC will bear the Expert’s fee, provided Supplier cooperates fully and in a timely manner with the Expert. b. In any event upon receipt of the notice of termination under Sub-Clause (a), the Supplier shall immediately: i. cease all further work except as stated in sub-clause (ii) below, and take actions to mitigate its damages; ii. undertake to leave the Site(s) and/or all works in a safe condition and shall perform any such work or services as shall be required to achieve such. iii. return all materials, equipment and documents provided (if and to the extent provided) to Supplier by APC (or on APC's behalf). 26.
Termination for Supplier’s Default a. The APC, without prejudice to any other rights or remedies it may possess, may forthwith terminate the Agreement under the following 34
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
circumstances by giving a written notice of termination and its reasons therefore to the Supplier, referring to this Clause: i. if the Supplier becomes bankrupt or insolvent, has a receiving order issued against it, compounds with its creditors, or, if the Supplier is a corporation, a resolution is passed or order is made for its winding up (other than a voluntary liquidation for the purposes of amalgamation or reconstruction), a receiver is appointed over any part of its undertaking or assets, or if the Supplier takes or suffers any other analogous action in consequence of debt. ii. if the Supplier commits a Material Breach. For the purpose of this Agreement, the breach of the following Clauses by Supplier shall be deemed a Material Breach of Supplier: Clauses 2 (Supplier Responsibilities), 4 (Supplier's Warranties and Representations), 5.b (Payment Guarantees), 5.c (Performance Guarantees), 5.d (Bank Guarantee for Liquidated Damages), 6 (Taxes; Duties and Delivery), 9 (Subcontractors), 13 (Intellectual Property), 14 (Warranty; Warranty Period), 15 (Extended Warranty for Structure and Paint), 15A (Warranty and Extended Warranty Guarantee), 16 (Liquidated Damages), 17 (Indemnification and Liability), 18 (Title), 19 (Confidentiality), 20 (Insurance), 27 (Site Regulations), 30(f) (Independent Contractor) and 30(i) (Assignment). b. If the Supplier breaches any of its obligations and/or representation and/or undertakings hereunder (other than those listed in sub Clause 26 (a)(ii)), then APC may, without prejudice to any other rights it may possess, give a notice to the Supplier stating the nature of the default and requiring the Supplier to remedy the same. If the Supplier fails to remedy the same within fifteen (15) calendar days of its receipt of such notice (or a longer period of time as shall be decided by APC, at its sole discretion), then the APC may terminate the Agreement forthwith by giving a notice of termination to the Supplier. c. If APC exercises its right to terminate this Agreement due to Supplier's Default by issuing a termination notice to Supplier under either sub clause 26 (a) or (b) above the following shall apply: i.
if such termination occurs before the Ashdod Port Manager signs Supplier's Form B "Start of Erection" attached to Appendix H hereto, then upon receipt of the termination notice by Supplier and without prejudice to any other rights APC may possess, Supplier shall refund APC any amounts that have been paid to Supplier or to anyone else on Supplier's behalf in accordance with this Agreement and shall pay APC (in addition to the above mentioned refund), as agreed and reasonable compensation for APC's anticipated damages due to Supplier's default, an amount that equals to 10% of the Contract Price as agreed termination liquidated damages (the "Termination Liquidated Damages"), and upon receipt of all refunds and the Termination Liquidated Damages APC will return to the Supplier (and if applicable convey back title to) all parts of the STS Cranes then in its possession. The Parties acknowledge that the amount of the Termination Liquidated Damages is not a penalty; that the actual 35
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
damages are uncertain and difficult to ascertain, and that the Termination Liquidated Damages amount represents the Parties' good faith attempt to calculate an appropriate compensation based on anticipated actual damages. It is further agreed, that in such an event of termination any amount Supplier owes to APC by operation of this sub-Clause is a debt due from Supplier to APC that APC may recover in any manner, at its sole discretion including as provided in sub clause (d) below. ii. if such termination occurs after the Ashdod Port Manager signs Supplier's Form B "Start of Erection" attached to Appendix H hereto, then upon receipt of the termination notice by Supplier and without prejudice to any other rights APC may possess, APC, at APC's sole discretion, may or may engage third parties to complete the STS Cranes and all related works, and the following shall occur: 1. Supplier shall: (A) permit or procure permission for APC or third parties acting on behalf of APC to enter the Site(s) to remove or complete the STS Cranes; and (B) provide all facilities and assistance reasonably requested by APC (including but not limited to permit the use of any Supplier's Equipment brought to the Site by or on behalf of Supplier). 2. All sums of money that may then be due or accruing due from APC to Supplier in accordance with the Agreement's terms of payment, shall cease to be due or to accrue and APC shall not be liable to pay to Supplier any further monies on account of the Contract Price. 3. APC shall keep a log of any and all of the damages incurred due to Supplier's default, including any and all of its direct and indirect costs and expenses in completing the STS Cranes and all related works (including without limitation, the Erection of the STS Cranes, the making good of any defects therein, credit costs, bank charges, any training on the STS Crane and the price paid for a Warranty Period and Extended Warranty Period). The Termination Liquidated Damages will be added to such amount as the Parties reasonable estimation of APC’s expected additional managerial costs due to Supplier's default and the total will be referred to herein as "APC's Additional Costs". 4.
If the total amount of monies paid to Supplier before the date of termination plus APC's Additional Costs exceeds the Contract Price, APC may deduct the difference from any payment due to Supplier (if any) and/or recover it by other means as a debt due from Supplier, including as provided in sub clause (d) below.
d. APC will be entitled to (but not obligated to) collect any of debt due from Supplier in any manner, including, without limitation (and without prejudice to any other way to collect its damages), through the exercise of the Bank Guarantees. Supplier undertakes to extend the term of any of its 36 32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
Bank Guarantees that have been provided to APC prior to the time that termination occurred, to enable APC to collect its damages and any refund out of such Bank Guarantees, to the full extent covered by such Bank Guarantees APC then holds. For clarity sake, it is expressly agreed that failing to extend the terms of the Bank Guarantees as above mentioned, will entitle APC with the right to collect (prior to its respective expiration date) any amount secured under any Bank Guarantee that its term was not extended as aforesaid. 27.
Site Regulations a. The Supplier shall comply with the APC’s Site Regulations attached as Appendix M hereto, and the Operational Quay Instructions and Port Entry Permits attached hereto as Appendix L, and shall indemnify and hold harmless APC for any loss incurred to the APC as a result of noncompliance. b. It is hereby emphasized that all personnel involved in the works hereunder are subject to the pre-approval in writing by APC in its sole discretion including, without limitation, with respect to security clearance as outlined in the Operational Quay Instructions and Port regulations. c. The Supplier shall arrange to perform its work so as to minimize interference with the work of other entities or contractors. The APC shall determine the resolution of any difference or conflict that may arise between the Supplier and others. d. Site Clearance. During the performance of its undertakings herein, the Supplier shall keep the Site(s) reasonably free from all unnecessary obstruction, store or remove any surplus materials, clear away any wreckage, rubbish or temporary works from the Site(s) and remove any Supplier’s Equipment no longer required. e. Emergency Work. If, by reason of any emergency arising in connection with and during the execution of the Agreement, any protective or remedial work is necessary as a matter of urgency to prevent damage, the Supplier shall immediately carry out such work. If the Supplier is unable or unwilling to do so, then the APC may carry out such work and reasonable costs incurred by the APC shall be reimbursed from the Supplier.
28.
Dispute Resolution/Governing Law a. Reference to Project Managers. If any dispute shall arise between the Parties in connection with the Agreement, the Parties (via the Ashdod Project Manager and the Supplier Project Manager) shall first seek to resolve any such disputes by mutual consultation. b. The Ashdod Project Manager and the Supplier Project Manager shall have ten (10) calendar days to resolve the dispute (referenced in subclause a. above), to reach a mutual decision. If no decision is reached within that timeframe, the Ashdod Project Manager and the Supplier Project Manager shall refer the dispute in writing to the APC Deputy General Manager, Logistics and Engineering, who shall resolve the matter 37
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
within fourteen (14) calendar days of his receipt of such written notification. If no notice of commencement of suit in the courts of Israel has been given by either Party within twenty-one (21) calendar days of the written notification of the decision of the APC Deputy General Manager, Logistics and Engineer, the decision shall become final and binding upon the Parties. Any decision that has become final and binding shall be implemented by the Parties forthwith. c. This Agreement shall be governed by and interpreted in accordance with the laws of Israel without regard to its conflict of law provisions. Any disputes under this Agreement shall be subject to the sole and exclusive jurisdiction of the competent courts in Tel-Aviv, Israel. d. The Uniform Law on International Sales (1964) and the United Nations (Vienna) Convention on Contracts for the International Sale of Goods of April 11, 1980 shall not be applicable to this Agreement. 29.
Options Should APC decide to exercise its Options, or any part thereof, the terms of this Agreement shall apply, mutatis mutandis, to such exercised Options, unless specifically stated otherwise within this Agreement. a. STS Crane Option i. APC shall have the right, at its sole discretion, for a period of five (5) years as of the Effective Date to purchase from Supplier up to eight (8) additional STS Cranes which are the subject-matter of the STS Crane Option, on the same terms and conditions (including prices), lead times for delivery, shipment, costs, risk, title, warranties, etc. as the first purchase under the Agreement. It is expressly agreed between the parties that any technical modification and /or changes in the STS Crane within the exercise of this option, shall be performed in accordance with section 22 above (Changes). Notwithstanding the aforementioned, the price of the STS Crane Option (if exercised by the APC), as of the second (2nd) year of the Agreement, may be increased by up to two (2%) percent, per each year, subject to negotiations conducted in good faith with the APC. ii. Price and Payment Terms - The consideration for STS Crane Option shall be in accordance with the prices and payment terms set forth in Appendix H. b. Optional Spare Parts i. APC shall have the right, at its sole discretion, to purchase from Supplier any of the Optional Spare Parts. ii. Purchase Order - to the extent that APC shall require any Optional Spare Parts, it shall issue a purchase order to that effect in the form attached hereto as Appendix O ("Spare Parts Purchase Order" or "SPO"). Within three (3) Business Days following dispatch of each SPO, Supplier will confirm receipt thereof in writing and will be 38
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
bound to supply the spare parts as set forth in the SPO. To the extent no such confirmation will be made by Supplier, the SPO will be deemed approved and binding upon Supplier on the fourth Business Day following its dispatch. iii. Price and Payment Terms - The consideration for Optional Spare Parts shall be in accordance with the prices and payment terms set forth in Appendix H. Supplier hereby undertakes and commits that the prices for the Optional Spare Parts indicated in Appendix H, will be valid and binding upon Supplier for a minimum of two (2) years from the Acceptance of the first STS Crane delivered to APC. Thereafter, Supplier shall be entitled to increase the spare parts' prices in up to two (2) percent per each year, all subject to negotiations conducted in good faith with APC. iv. Supplier undertakes that any and all of the Optional Spare Parts will be made available to APC throughout and until the lapse of at least six (6) years from the expiration of the Warranty Period of the STS Crane last delivered to and accepted by APC. v. Delivery - Any Optional Spare Parts underlying an SPO shall be delivered by Supplier Ex-Works (Incoterms 2010) Supplier facilities in____________________________________, in the shortest time possible, and in any event, not later than twenty one (21) days as of the date of acceptance of the respective SPO as above mentioned. c. Optional Technical Support i. APC shall have the right, at its sole discretion, to purchase from Supplier any of the Optional Technical Support. ii. Price and Payment Terms - The consideration for Optional Technical Support shall be in accordance with the prices and payment terms set forth in Appendix H. d. Optional Features i. APC shall have the right, at its sole discretion, to purchase from Supplier any of the Optional Features. ii. Price and Payment Terms – The consideration for the Optional Features shall be in accordance with the prices and payment terms set forth in Appendix H. iii. Supplier hereby undertakes and commits that the prices for the Optional Features indicated in Appendix H, will be valid and binding upon Supplier for a minimum of two (2) years from the Acceptance of the first STS Crane delivered to APC. Thereafter, Supplier shall be entitled to increase the features' prices in up to two (2) percent per each year, all subject to negotiations conducted in good faith with APC. e. Optional Extended Training.
39 32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
i. APC shall have the right, at its sole discretion, to purchase from Supplier the Optional Extended Training, for 10 days maintenance training of APC's Mechanical and Electrical technicians, at APC's premises. ii. Price and Payment Terms - The consideration for Extended Training shall be in accordance with the prices and payment terms set forth in Appendix H. 30.
Miscellaneous a. Language. All Agreement Documents, and other correspondence, as well as all technical documentation to be prepared and supplied under the Agreement shall be in English. b. Headings. The headings in this Agreement are included for ease of reference and shall not affect its interpretation. c. Entire Agreement. This Agreement constitutes the entire agreement between the APC and the Supplier with respect to the subject-matter herein and supersedes all communications, negotiations and agreements (whether written or oral) made prior to the date herein. d. In the event of an inconsistency between this Agreement and any of its Appendices or any other document under the Tender, that cannot be settled from the wordings of such documents, then the order of preference of the documents shall be as follows: Agreement, Technical Specifications, Agreement Documents (excluding the Technical Specifications), Tender Documents (including, without limitation, Invitation for Proposal but excluding the Technical Specifications), Supplier's final proposal. e. Amendments. No amendment of this Agreement shall be effective unless it is in writing, dated, expressly refers to this Agreement and is signed by a duly authorized representative of each Party hereto. f. Independent Contractor. The Supplier is an independent contractor performing the undertakings hereunder. Neither this Agreement, nor the business relationship contemplated hereunder, shall create any agency, partnership, joint venture or other joint relationship between the Parties hereto. Subject to the provisions of this Agreement, the Supplier shall be solely responsible for the manner in which its undertakings are performed. All employees, representatives or Subcontractors engaged by the Supplier in connection with the performance of its undertakings shall be under the Supplier’s complete control and nothing in this Agreement shall be construed to create any contractual relationship between such employees, representatives or Subcontractors, with the APC. g. Waiver. No delay by either Party in enforcing any of the terms and conditions of the Agreement or the granting of time by either Party to the other shall prejudice, affect or restrict the rights of that Party under the Agreement, nor shall any waiver by either Party of any breach of this Agreement operate as waiver of any subsequent or continuing breach of this Agreement. Notwithstanding the aforementioned, any waiver of a 41
32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
Party’s rights hereunder must be in writing, dated, and signed by an authorized representative of the Party granting such waiver, and must specify the right and the extent to which it is being waived. h. Severability. If any term or condition of this Agreement is prohibited, or rendered invalid or unenforceable, such term or condition shall not affect the validity or enforceability of any other term or condition hereunder. i. Assignment. The Supplier shall not, without the express prior written consent of the APC, assign or transfer to any third party the Agreement or any part thereof, or any right, benefit, obligation or interest therein or thereunder. APC may assign or transfer this Agreement or any part thereof, or any right, benefit, obligation or interest therein or thereunder to any third party. j. For the avoidance of any doubt, unless specifically stated otherwise in this Agreement, Supplier shall not offset any amounts due to it from APC, with respect to this Agreement or otherwise. APC shall have the right, at its sole discretion, to offset any amount owed to it from Supplier against any amount owed to Supplier. Supplier waives and shall not make any claims against APC’s right of offset. k. Notices. Notices under this Agreement shall be in writing, shall be sent by personal delivery, airmail post, by e-mail or facsimile to the address of the relevant Party, set out below: Address of APC: Mr. _________ Vice President Logistics and Engineering PO Box 9001, Ashdod Port, Ashdod 77191 Fax: + 972- 8-8517759 E-Mail:
[email protected] Tel: +972-8-8517758 Address of Supplier Mr. ___________________________ ________________________________ Fax: ____________________________ E-Mail: ___________________________ Tel: _______________________________ All notices and requests required or authorized hereunder, will be made in writing either by personal delivery, by registered mail (with confirmed receipt), by e-mail or facsimile, addressed to the Party intended at its address set forth in the caption above, unless a Party gives written notice of a change of address. Any notice will be deemed accepted, if sent by email or fax on the Business Day following its transmission (provided acceptance was confirmed personally or electronically), if sent by
40 32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
registered mail, five (5) Business Days following sending of the notice and if hand delivered, when delivered. Notices shall be deemed to include any approvals, consents, instructions, orders and certificates to be provided under this Agreement.
Ashdod Port Company Ltd.: By: _____________________________
By:________________________
Name: ___________________________
Name:______________________
Title: ____________________________
Title: _______________________
Date:____________________________
Date:_______________________
By: _____________________________ Name: ___________________________ Title: ____________________________ Date:____________________________
Supplier: By: _____________________________
By:________________________
Name: ___________________________
Name:______________________
Title: ____________________________
Title: _______________________
Date:____________________________
Date:_______________________
42 32 הסכם רכש מנופים לרציףAgreement Attachment D 2382015
Appendixes to the Agreement Appendix A – Technical Specifications: [Attached to the IFP] Section A – General Demands. Section B - Technical Specifications. Section C (Attachments 1-9). Section D1 – Data Sheet. Section D2 – Technical Mandatory Requirements (TMR). Appendix B+B1- price of the STS Crane and the options Appendix C - Performance Guarantee Appendix D - Payment Guarantee Appendix E – Bank Guarantee for Warranty Period and Extended Warranty Period Appendix F – Bank Guarantee for Liquidated Damages Appendix G - Insurance Certificate Appendix H- Price Schedule, Terms and Procedures of Payment Form A- Completion of Design Certificate. Form B-Start of Erection. Form C – Acceptance Certificate Appendix I- Declaration of Completion of works in the Erection Site and Ready for Transportation Appendix J - Declaration of Completion of works in Operation Site Appendix K – Certificate of Readiness for Testing Appendix L – Operational Quay Instructions and Port Entry Permits Appendix M - Site Regulations Appendix N - Certificate of Propriety Appendix O - Spare Parts Purchase Order Appendix P- Time Schedule Appendix Q - Authorization for performance of Work at Site
32 נספחים לחוזה מנופים רציף- Appendixes
APPENDIX A Technical Specifications
Appendixes -32 נספחים לחוזה מנופים רציף
APPENDIX B+B1 PRICE of the STS Crane and the options [Please do NOT attach any document hereto]
Appendixes -32 נספחים לחוזה מנופים רציף
Appendix C Form of Performance Guarantee To:
Ashdod Port Company Ltd. Ashdod Port Ashdod 77191 Israel, POB 9001 Performance Guarantee STS Crane Number_______________ (the "STS Crane ")
Whereas, by Contract No. ______________________ Dated _____________________ made between Ashdod Port Company Ltd. (hereinafter referred to as "APC") and _________________ (hereinafter referred to as the "Supplier"), the parties entered into a Contract as therein stated (the "Contract") for the supply of The Design, Fabrication, Supply, Delivery, Erection, Commissioning, Testing and Warranting of STS Cranes, and provision of additional services and Options; Now, we __________________________(hereinafter referred to as the "Guarantor") hereby irrevocably guarantee to APC due, punctual, true, faithful and satisfactory performance by the Supplier of the obligations on its part contained in said contract and undertake to be responsible and indemnify APC for payment by it of all sums of money, losses, damages, costs, charges and expenses that may become due or payable to APC, by or from the Supplier by reason or in consequence of the default of the Supplier in performance, execution or perseverance of its said obligations, but so nevertheless that the total amount to be determined or regarded or collected by APC of or from us immediately upon demand of APC, shall not exceed the sum of _______________________ € comprising ten percent (10%) of the Contract Price of the STS Crane . This Guarantee shall not be revocable by notice or otherwise and our liability hereunder shall not be impaired or discharged by any extensions of time or variation or alterations made, given, conceded or agreed (with or without our knowledge or consent) under the said Contract. We hereby agree that any part of the Contract may be amended, renewed, extended, modified, compromised, released or discharged by mutual agreement between you and the Supplier, and this Guarantee may be exchanged or surrendered, all without in any way impairing or affecting our liabilities hereunder without notice to us and without the necessity for any additional endorsement, consent or guarantee by us, provided, however, that the sum guaranteed shall not be increased or decreased. This Guarantee shall remain in force until Acceptance of the STS Crane in writing by you, and until substitution of this Guarantee by a Warranty Guarantee for Warranty Period and Extended Warranty Period under the same Contract to be delivered by the Supplier to APC in an amount comprising ten percent (10%) of the Contract Price for One STS Crane. For collecting any amount under this Guarantee, APC shall not have to produce any judgment or any other judicial document, nor shall it have to prove any breach, failure or non-compliance on the part of the Supplier or on the part of any person acting for it or on its behalf or in its name or any other person, and written demand by the APC, by registered airmail post to the addressee at the address set out herein or sent to us by authenticated swift by APC's bankers who will quote APC's demand in the following form:
Appendixes -32 נספחים לחוזה מנופים רציף
"Pursuant to the Guarantee issued by you on _____________________, you are hereby instructed to pay immediately to Ashdod Port Company Ltd. the sum of ________________________________to Account Number _____________ at __________________________ (Name of Bank) ______________________ _____________________________________ APC Authorized Signatory" The above wording shall be sufficient for all purposes of this Guarantee, and specifically shall be sufficient to collect any sum(s) under this Guarantee from the Guarantor immediately upon the demand of APC. Except for the demand hereinabove specified, no other documents or other action shall be required, notwithstanding any applicable law or regulation. The said Guarantor hereby waives any notice of any default on the part of the said Supplier and hereby waives any demand from APC to first request for payment from the Supplier. No action, event or condition which by any applicable law should operate to discharge us from liability hereunder shall have any effect and we hereby waive any right we may have to apply such law, so that in all respects our liability hereunder shall be irrevocable and, except as stated herein, unconditional in all respects. This Guarantee shall be governed by and interpreted in accordance with the laws of the State of Israel. All matters in dispute shall be referred to the competent court located in Tel Aviv, Israel, and the competent Israeli courts shall have sole and exclusive jurisdiction in all matters arising therefrom.
_____________________ Date
________________________________ Guarantor
Address of Bank: ___________________________________________________
Appendixes -32 נספחים לחוזה מנופים רציף
Appendix D Form of Payment Guarantee
To:
Ashdod Port Company Ltd. Ashdod Port Ashdod 77191 Israel, POB 9001 Payment Guarantee STS Crane Number_______________ (the "STS Crane ")
Whereas, by Contract No. ______________dated _______________ made between Ashdod Port Company Ltd. (hereinafter referred to as "APC") and _________________________ (hereinafter referred to as the "Supplier") the parties entered into a Contract as therein stated (the "Contract"); Now, we _________________________________ (hereinafter referred to as " Guarantor") hereby irrevocably guarantee to APC to be responsible and indemnify APC for repayment by _________________ to APC of the sum of _____________________________________€ Euros, which represents monies that are due to APC from the Supplier, and/or that have been paid, advanced, disbursed or forwarded, directly or indirectly to the Supplier by APC, and or pursuant to the above-noted Contract. This Guarantee shall not be revocable by notice or otherwise and our liability hereunder shall not be impaired or discharged by any extensions of time or variation or alterations made, given, conceded or agreed (with or without our knowledge or consent) under the said Contract. We hereby agree that any part of the Contract may be amended, renewed, extended, modified, compromised, released or discharged by mutual agreement between you and the Supplier, and this Guarantee may be exchanged or surrendered, all without in any way impairing or affecting our liabilities hereunder without notice to us and without the necessity for any additional endorsement, consent or guarantee by us, provided, however, that the sum guaranteed shall not be increased or decreased. This Guarantee shall remain in force until Acceptance in writing by APC of the STS Crane in strict accordance with the provisions of the above Contract, whereupon, APC shall return this Guarantee to the Guarantor. The return of this Guarantee to the Guarantor or the Supplier as aforesaid constitutes the cancellation of this Guarantee. For collecting any amount under this Guarantee, APC shall not have to produce any judgment or any other judicial document, nor shall it have to prove any breach, failure or non-compliance on the part of the Supplier or on the part of any person acting for it or on its behalf or in its name or any other person, and a written demand by the APC by registered airmail post to the addressee at the address set out herein or authenticated by APC's bankers by tested telex/authenticated swift or sent to us by tested telex/authenticated swift by APC's bankers who will quote APC's demand or as otherwise advised by and between the parties hereto in the following form:
Appendixes -32 נספחים לחוזה מנופים רציף
"Pursuant to the Guarantee issued by you on _____________________, you are hereby instructed to pay immediately to Ashdod Port Company Ltd. the sum of ________________________________to Account Number _____________ at __________________________(Name of Bank) ______________________ _____________________________________ APC Authorized Signatory" The above wording shall be sufficient for all purposes of this Guarantee, and specifically shall be sufficient to collect any sum(s) under this Guarantee from the Guarantor immediately upon the demand of APC. Except for the demand hereinabove specified, no other documents or other action shall be required, notwithstanding any applicable law or regulation.
The said Guarantor hereby waives any notice of any default on the part of the said Supplier and hereby waives any demand from APC to first request for payment from the Supplier.
No action, event or condition which by any applicable law should operate to discharge us from liability hereunder shall have any effect and we hereby waive any right we may have to apply such law, so that in all respects our liability hereunder shall be irrevocable and, except as stated herein, unconditional in all respects. This Guarantee shall be governed by and interpreted in accordance with the laws of the State of Israel. All matters in dispute shall be referred to the competent court located in Tel Aviv, Israel, and the competent Israeli courts shall have sole and exclusive jurisdiction in all matters arising therefrom. _______________ _________________ Date Guarantor
Address of Bank: _______________________________________
Appendixes -32 נספחים לחוזה מנופים רציף
Appendix E Bank Guarantee for Warranty Period and Extended Warranty Period To:
Ashdod Port Company Ltd. Ashdod Port Ashdod 77191 Israel, POB 9001 Warranty Guarantee for the Warranty Period and Extended Warranty Period STS Crane Number _________________ (the "STS Crane ")
Whereas, by Contract No. ____________ Dated ______________________ made between Ashdod Port Company Ltd. (hereinafter referred to as "APC") and ________________ (hereinafter referred to as the "Supplier"), the parties entered into a Contract for The Design, Fabrication, Supply, Delivery, Erection, Commissioning, Testing and Warranting of STS Cranes, and provision of additional services and Options as therein stated (the "Contract"); Now, we ___________________________ (hereinafter referred to as "Guarantor") hereby irrevocably guarantee to APC due, punctual, true, faithful and satisfactory performance by the Supplier of the obligations on its part contained in said Contract and undertake to be responsible and indemnify APC for payment by it of all sums of money, losses, damages, costs, charges and expenses that may become due or payable to APC, by or from the Supplier by reason or in consequence of the default of the Supplier in performance, execution or perseverance of its said obligations, including all and each of the Supplier's warranty obligations under the said Contract during the Warranty Period and Extended Warranty Period in respect of the STS Crane, but so nevertheless that the total amount to be determined or regarded or collected by APC of or from us immediately upon the demand of APC, shall not exceed: (a) the sum of [____________]€, comprising ten percent (10%) of the Contract Price of the STS Crane for a period of thirty seven and one half (37.5) months from the date of Acceptance of the STS Crane with respect to the Warranty Period; and (b) the sum of [_________]€, comprising five percent (5%) of the Contract Price for the STS Crane for an additional period of forty eight (48) months with respect to the Extended Warranty Period. This Guarantee shall not be revocable by notice or otherwise and our liability hereunder shall not be impaired or discharged by any extensions of time or variation or alterations made, given, conceded or agreed (with or without our knowledge or consent) under the said Contract. We hereby agree that any part of the Contract may be amended, renewed extended, modified, compromised, released or discharged by mutual agreement between you and the Supplier, and this Guarantee may be exchanged or surrendered, all without in any way impairing or affecting our liabilities hereunder without notice to us and without the necessity for any additional endorsement, consent or guarantee by us, provided, however, that the sum guaranteed shall not be increased or decreased. This Guarantee shall remain in force until ________________, [that is to say, until 45 days after the expiration of the Extended Warranty Period under the Contract, "Extended Warranty Period" being eighty four (84) months from the Acceptance of the STS Crane. In addition, in the event that defects/faults have been, to APC’s best understanding, revealed or disclosed within the Warranty Period or the Extended Warranty Period, as applicable, and are
Appendixes -32 נספחים לחוזה מנופים רציף
not expected to be repaired by Supplier by the end of the Warranty Period or the Extended Warranty Period, as applicable, then the respective part of this Guarantee shall be extended for an additional period to be agreed upon between APC and Supplier. In the event that APC and Supplier do not agree on such period of extension, the respective part of this Guarantee shall be extended for an additional period of six (6) months. For collecting any amount under this Guarantee, APC shall not have to produce any judgment or any other judicial document, nor shall it have to prove any breach, failure or non-compliance on the part of the Supplier or on the part of any person acting for it or on its behalf or in its name or any other person, and a written demand by APC by registered airmail post to the addressee at the address set out herein, or sent to us by authenticated swift by APC's bankers who will quote APC's demand or as otherwise advised by and between the parties hereto, in the following form: "Pursuant to the Guarantee issued by you on _____________________, you are hereby instructed to pay immediately to Ashdod Port Company Ltd. the sum of ________________________________to Account Number _____________ at __________________________(Name of Bank) ______________________ ___________________________________________ APC Authorized Signatory" The above wording shall be sufficient for all purposes of this Guarantee, and specifically shall be sufficient to collect any sum(s) under this Guarantee from the Guarantor immediately upon the demand of APC. Except for the demand hereinabove specified, no other documents or other action shall be required, notwithstanding any applicable law or regulation. This Guarantee shall be valid and come into force only against the return to the Supplier of the Performance Guarantee in respect of the STS Crane. The said Guarantor hereby waives any notice of any default on the part of the said Supplier and hereby waives any demand from APC to first request for payment from the Supplier. No action, event or condition which by any applicable law should operate to discharge us from liability hereunder shall have any effect and we hereby waive any right we may have to apply such law, so that in all respects our liability hereunder shall be irrevocable and, except as stated herein, unconditional in all respects. This Guarantee shall be governed by and interpreted in accordance with the laws of the State of Israel. All matters in dispute shall be referred to the competent court located in Tel Aviv, Israel, and the competent Israeli courts shall have sole and exclusive jurisdiction in all matters arising therefrom. _______________ Date
_____________________________________ Guarantor
Address of Bank: ______________________________________________________________
Appendixes -32 נספחים לחוזה מנופים רציף
Appendix F Bank Guarantee for Liquidated Damages To:
Ashdod Port Company Ltd. Ashdod port Ashdod 77191 Israel, POB 9001 Liquidated Damages Guarantee STS Crane Number ________________ (the "STS Crane")
Whereas, by Contract No .__________________________dated ______________ made between Ashdod Port Company Ltd. (hereinafter referred to as "APC") and ________, (hereinafter referred to as "the Supplier"), the parties entered into a Contract for The Design, Fabrication, Supply, Delivery, Erection, Commissioning, Testing and Warranting of STS Cranes, and provision of additional services and Options as therein stated (the "Contract"); Now, we _______________________________ (hereinafter referred to as the "Guarantor") hereby irrevocably guarantee to APC due, punctual, true, faithful and satisfactory performance by the Supplier of the obligations on its part contained in said Contract and undertake to be responsible and indemnify APC for payment by it of the sum of __________________ €, due or payable to APC by or for the Supplier by reason or as a consequence of the default of the Supplier in performance of its obligation to deliver the above said STS Crane on a certain date agreed between the parties as specified in the Contract, or as extended (if an extension was granted) under the Contract. This Guarantee shall not be revocable by notice or otherwise and our liability hereunder shall not be impaired or discharged by any extensions of time or variation or alterations made, given, concede or agreed (with or without knowledge or consent) under the said Contract. We hereby agree that any part of the Contract may be amended, renewed, extended, modified, compromised, released or discharged by mutual agreement between you and the Supplier, and this Guarantee may be exchanged or surrendered, all without in any way impairing or affecting our liabilities hereunder without notice to us and without the necessity for any additional endorsement, consent or guarantee by us, provided, however, that the sum guaranteed shall not be increased or decreased. This Guarantee shall remain in force for a period of four (4) months from the date it has been issued and shall be extended in accordance with your written request for an additional three (3) month period. For collecting any amount under this Guarantee, APC shall not have to produce any judgment or any other judicial document, nor shall it have to prove any breach, failure or non-compliance on the part of the Supplier or on the part of any person acting for it or on its behalf or in its name or any other person, and a written demand by APC by registered airmail post to the addressee at the address set out herein, or sent to us by authenticated swift by APC's bankers who will quote APC's demand or as otherwise advised by and between the parties hereto in the following form:
Appendixes -32 נספחים לחוזה מנופים רציף
"Pursuant to the Guarantee issued by you on _____________________, you are hereby instructed to pay immediately to Ashdod Port Company Ltd. the sum of ________________________________to Account Number _____________ at __________________________(Name of Bank) ______________________ _____________________________________ APC Authorized Signatory"
The above wording shall be sufficient for all purposes of this Guarantee, and specifically shall be sufficient to collect any sum(s) under this Guarantee from the Guarantor immediately upon the demand of APC. Except for the demand hereinabove specified, no other documents or other action shall be required, notwithstanding any applicable law or regulation. The said Guarantor hereby waives any notice of any default on the part of the said Supplier and hereby waives any demand from APC to first request for payment from the Supplier. No action, event or condition which by any applicable law should operate to discharge us from liability hereunder shall have any effect and we hereby waive any right we may have to apply such law, so that in all respects our liability hereunder shall be irrevocable and, except as stated herein, unconditional in all respects. This Guarantee shall be governed by and interpreted in accordance with the laws of the State of Israel. All matters in dispute shall be referred to the competent court located in Tel Aviv, Israel, and the competent Israeli courts shall have sole and exclusive jurisdiction in all matters arising therefrom.
_________________ Date
__________________________________ Guarantor
Address of Bank: ______________________________________________
Appendixes -32 נספחים לחוזה מנופים רציף
APPENDIX G INSURANCE CERTIFICATE
Appendixes -32 נספחים לחוזה מנופים רציף
Appendix H Price Schedule, Terms and Procedures of Payment [Not to be completed until the execution of the Agreement]
I. The Contract Price ("CP") APC, for and in consideration of the Supplier completely and faithfully executing its obligations under the agreement between the parties of ______________, 2016, (the "Agreement") in accordance with the Agreement terms, including, without limitation, the Technical Specifications, so as to fully carry out the Agreement, hereby covenants to pay to the Supplier an amount of __________________ Euros (hereinafter referred to as the "Contract Price" or "CP" as defined in the Agreement) in the manner further described in the Agreement and in this Appendix. Unless otherwise specifically stated herein or within the Agreement, all prices shall be fixed and final and shall not be liable to any changes or fluctuations whatsoever, and the Supplier will accept the Contract Price as full compensation and consideration therefore, except as otherwise specifically provided herein. The prices herein are in Euros and do not include Israel V.A.T. Contract Price For One STS Crane (as defined in the Agreement) - Euro _____________ (the "Contract Price For One STS Crane"). In the event that APC shall exercise any of the Optional Features at the Effective Date, then the consideration of such Optional Feature, as specified below, shall be added to the CP and the Contract Price For One STS Crane. II. Times of Payment and Guarantees The Contract Price shall be paid at the times and in the manner set out herein and all Guarantees to be furnished shall be as set out hereinafter and in the Appendices herein, except if otherwise agreed in writing by APC in advance of any payment. All payments shall be made by means of a bank transfer to the Supplier's Account No. ______________________ within 45 days following the furnishing by the Supplier all required documents, as specified below ("Supplier's Bank Account"). Payments (all sums in Euros) 1
First Payment 1.1
Twenty percent (20%) of the Contract Price For One STS Crane, i.e., ____________________________ Euros shall be deposited directly to the Supplier's Bank Account following the Effective Date, following the furnishing by the Supplier of the following:
1.2
Duly signed invoice of the Supplier for the amount set out in Section 1.1 above; and
Appendixes -32 נספחים לחוזה מנופים רציף
2
3
1.3
Two Performance Guarantees, each relating to a specific and distinct STS Crane, in the amount of ten percent (10%) of the Contract Price For One STS Crane, as set out in Appendix C attached to the Agreement; and
1.4
One Payment Guarantee, relating to the specific STS Crane in the amount of twenty percent (20%) of the Contract Price For One STS Crane, as set out in Appendix D attached to the Agreement; and
1.5
Certification of the Insurer, as set out in Clause 20 to the Agreement and in the form of Appendix G attached to the Agreement.
Second Payment 2.1
Twenty percent (20%) of the Contract Price For One STS Crane, i.e. ______________________ Euros shall be deposited directly to the Supplier's Bank Account following the completion of the design review and design approval as per Section 8c to the Agreement and Appendix A, Section A, Clause 4, and signature by both parties on the STS Cranes' detailed design and Completion of Design Certificate in the form attached hereto as Form A, and after the Supplier has furnished the following in the forms set out herein:
2.2
Duly signed invoice of the Supplier specifying the amount noted in Section 2.1 above; and
2.3
One Payment Guarantee, relating to the specific STS Crane in the amount of twenty percent (20%) of the Contract Price For One STS Crane, as set out in Appendix D attached to the Agreement; and
2.4
Certificate of the Supplier, approved and signed by Ashdod Project Manager, in the form attached hereto as Form A (Completion of Design Certificate), stating that the Design of the STS Cranes has been completed, in accordance with the terms stated therein.
Third Payment 3.1
Forty Percent (40%) of the Contract Price For One STS Crane, that is to say, _______________________ Euros shall be deposited directly to the Supplier's Bank Account at the start of Erection of each STS Crane, upon the presentation of the following documents for each payment as follows:
3.2
A signed invoice of the Supplier specifying the amount noted in Section 3.1 above; and
3.3
One Payment Guarantee, relating to the specific STS Crane in the amount of Forty Percent (40%) of the Contract Price For One STS Crane, as set out in Appendix D attached to the Agreement; and
3.4
Certificate of the Supplier, approved and signed by Ashdod Project Manager, in the form attached hereto as Form B (Start of Erection), stating that the Erection
Appendixes -32 נספחים לחוזה מנופים רציף
of STS Crane number ___ has been started in accordance with the terms stated therein. 4
Fourth Payment 4.1
Twenty Percent (20%) of the Contract Price For One STS Crane, that is to say, __________________________ Euros, shall be deposited directly to the Supplier's Bank Account upon Acceptance of the relevant STS Crane and the presentation of the following documents:
4.2
Duly signed invoice stating the number of the STS Crane and specifying the amount noted in Section 4.1 above; and
4.3
The applicable Acceptance Certificate, attached hereto as Form C; and
4.4
A Warranty and Extended Warranty Guarantee, as set out in Clause 15A of the Agreement; in the amount of 10% of the Contract Price For One STS Crane, in the form specified in Appendix E; and
Upon the payment of the amount set out in this Clause 4, APC shall issue such instructions as will be necessary to cancel and/or return the Payment and Performance Guarantees relating to each STS Crane. Payments to local subcontractors According to section 6 to the Agreement. III. Prices and Payment Terms For Options 1. Optional Features No.
Subject
Quantity
Price [Not to be completed until execution of the Agreement]
1.
Access Control System (ACS)
1
2.
TWIN spreaders in according to the specifications on para. 5.6.1 in attachment A, Section B. Automatic Overhead frames (AOHF) in according to the specifications on para. 5.11.3 in attachment A, section B
4
3.
2
In the event that APC shall exercise the Optional Features after the Effective Date, then the consideration of such Optional Feature shall be paid to Supplier within sixty (60) calendar days as of the end on the month in which a written approval of the
Appendixes -32 נספחים לחוזה מנופים רציף
Ashdod Port Manager stating that the relevant Optional Feature has been delivered to the APC and tested to its satisfaction and in accordance with the Technical Specifications, was issued. 2. Optional Spare Parts Prices of the spare parts shall be in accordance with the list attached hereto as Appendix B1. In the event that APC shall order any of the Optional Spare Parts, the consideration shall be made within sixty (60) days as of the end of the month during which the spare parts were delivered Ex-Works (Incoterms 2010) Supplier facilities in____________________________________, and against a valid, properly detailed invoice.
3. Optional Technical Support Mechanical Technical Support – Euro ______________ per one (1) month. Electrical Technical Support – Euro _____________ per one (1) month. In the event that APC shall order any Optional Technical Support, the consideration shall be made within thirty (30) days as of the end of the month during which the services were rendered, and against a valid, properly detailed invoice.
4. Optional Extended Training a. For 10 days maintenance training of APC's Mechanical technicians - at APC's premises –_________________ Euro per one (1) day of training. Air fare, hotels and per diem expenses of Supplier personnel to be borne by Supplier. b. For 10 days maintenance training of APC's Electrical technicians - at APC's premises–_________________ Euro per one (1) day of training. Air fare, hotels and per diem expenses of Supplier personnel to be borne by Supplier.
Appendixes -32 נספחים לחוזה מנופים רציף
Form A of Price Schedule, Terms and Procedures of Payment Completion of Design Certificate To: Ashdod Port Company Ltd. From: [Supplier] Re: Agreement Number ______________
We hereby declare and certify that the design review of the STS Cranes has been completed and that the STS Cranes' final detailed design has been approved and signed by the Supplier and APC, in accordance with Section 8(c) of the Agreement and Appendix A, Section A, Clause 4 to the Agreement.
Supplier Signature and stamp: _______________ Project Manager: _____________ Date: _________________
Confirmation by Ashdod Project Manager: Ashdod Project Manager: _______________ Date: ____________________
Appendixes -32 נספחים לחוזה מנופים רציף
Form B of Price Schedule, Terms and Procedures of Payment Start of Erection To: Ashdod Port Company Ltd. From: [Supplier] Re: Agreement Number ______________
We hereby declare and confirm that the Erection of STS Crane number ________ has commenced at the Erection Site, in conformity with the reference Agreement as follows: a. All Gantry Trucks (bogies and equalizers), Gantry Drives and Sill Beams have been placed on the rails and put together, and b. All other main mechanical structural and electrical parts are present at the Erection Site; and c. Supplier has signed on an Authorization for performance of Work at Site documents, in the form attached hereto as Appendix Q.
Supplier Signature and stamp: _______________ Project Manager: _____________ Date: _________________
Confirmation by Ashdod Project Manager: Ashdod Project Manager: _______________ Date: ____________________
Appendixes -32 נספחים לחוזה מנופים רציף
נספחים לחוזה מנופים רציף Appendixes -32
Form C of Price Schedule, Terms and Procedures of Payment Acceptance Certificate STS Crane No. ______ To:
(Supplier)
From: Ashdod Port Company Ltd. ("APC") Re: Agreement No. ______________ ("Agreement") We hereby certify that STS Crane No. ______________ has been accepted and taken over by the APC, following the carrying out of the tests in accordance with the requirements of the Agreement. We further certify that we have found that to the best of our knowledge, said STS Crane and all related works have been completed by the Supplier except as specifically listed in the attached list of obligations and the punch list. This certificate is issued without prejudice to the rights and powers of the APC under the Agreement and/or the law of the state of Israel.
For the APC:
Ashdod Project Manager __________________
Stamp: __________________________
Date: ___________________________
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Obligations STS Crane No. __________________ Updated: ______________________ No.
Subject
Status
To be closed by (date)
1. 2. 3. 4.
Punch List
STS Crane No. __________________ Updated: ______________________ No. 1. 2. 3. 4.
Item
Appendixes -32 נספחים לחוזה מנופים רציף
To be closed by (date)
Remarks
Appendix I Declaration of Completion of works in the Erection Site and Ready for Transportation STS Crane No. ______ To:
Ashdod Port Company Ltd. Ashdod Port Ashdod 77191 Israel, POB 9001
From: (Supplier) Re: Agreement No. ______________ We hereby certify and confirm that we have completed the erection and installation works and partly commissioned and tested STS Crane No. ______________. We further certify that we have found said STS Crane No. ______________ ready for transportation to the Operation Site and ready for commissioning and testing and that all Installation works set out in the Technical Specifications, to the best of our knowledge, have been completed by the Supplier except as herein specifically listed in the corresponding punch list.
For the Supplier: Project Manager __________________ Date: ___________________________
Confirmed by the Project Manager of the APC For the APC: ____________________ Project Manager: _________________ Date: __________________________
Appendixes -32 נספחים לחוזה מנופים רציף
Punch List (Declaration of Completion in the Erection Site) STS Crane No.: ______________________ Updated: __________________________
No.
Item
1. 2. 3. 4. 5.
Appendixes -32 נספחים לחוזה מנופים רציף
Page ___ of ___
To be closed by (date)
Remarks (Category)
Appendix J Declaration of Completion of works in Operation Site STS Crane No. ______ To:
Ashdod Port Company Ltd. Ashdod Port Ashdod 77191 Israel, POB 9001
From: (Supplier) Re: Agreement No. ______________ We hereby declare and confirm that: (i)
All works and Installation services set out in the Technical Specifications, regarding STS Crane No. ________________ have been completed and that said STS Crane is ready for Acceptance and Testing by the APC, except as herein specifically listed in the corresponding punch list; and
(ii)
A copy of the signed agreement(s) between the Supplier and the Services Company/ies for the Warranty Period has been submitted to APC.
For the Supplier: Project Manager __________________ Date: ___________________________
Confirmed by the Project Manager of the APC For the APC: ____________________ Project Manager: _________________ Date: __________________________
Appendixes -32 נספחים לחוזה מנופים רציף
Punch List (Declaration of Completion) STS Crane No.: ______________________ Updated: __________________________
No.
Item
1. 2. 3. 4. 5.
Appendixes -32 נספחים לחוזה מנופים רציף
Page ___ of ___
To be closed by (date)
Remarks (Category)
Appendix K Readiness for Testing Certificate STS Crane No. ______ To:
(Supplier)
From: Ashdod Port Company Ltd. ("APC") Re: Contract No. ______________ We hereby certify that we have examined STS Crane No. ______________ after having been notified by the Supplier that said STS Crane has been complied as set out in the Supplier's Declaration of Completion in accordance with the requirements of the Agreement. We further certify that we have found said STS Crane ready for Testing and Acceptance and that all works set out in the Technical Specifications, to the best of our knowledge, have been completed by the Supplier except as herein specifically listed in the corresponding punch list.
For the APC:
Ashdod Project Manager: __________________
Stamp:___________________________
Date: ___________________________
Appendixes -32 נספחים לחוזה מנופים רציף
Punch List (Readiness for Testing) STS Crane No.: ______________________ Updated: __________________________
No.
Item
1. 2. 3. 4. 5.
Appendixes -32 נספחים לחוזה מנופים רציף
Page ___ of ___
To be closed by (date)
Remarks (Category)
Appendix L Operational Quay Instructions and Port Entry Permits Operational Quay Instructions Supplier hereby acknowledges and commits the following: 1. Supplier acknowledges that the Erection Site is located at quay 32 (the "Quay"), approximately 100 meters east of the Operation Site. 2. Supplier acknowledges that the Quay is being continuously operated, 24 hours a day, for the commercial operations of the port. 3. Supplier shall perform its obligations in connection with the Design, Fabrication, Supply, Delivery, Erection, Commissioning, Testing and Warranting of STS Cranes within the boundaries of the areas defined for its Erection and Installation under the Agreement and the Technical Specifications as the Erection Site and the Operation Site (hereinafter the "Sites"). In addition, Supplier shall be fully responsible and commit to avoid any leakage or transfer of any materials from the Operation and Erection Sites to the operational area of the Quay and/ or to the sea, except as and to the extent specifically instructed, in writing by the APC. 4. Supplier shall in no way during the execution of its obligations interfere or obstruct, or cause any interference or obstruction to the port's activities and operation and shall coordinate its activities with the officials of the APC. 5. Supplier shall be fully responsible for taking all safety measures with respect to its personnel (employees and sub-Suppliers) and any third party, on its behalf, present at the Quay. Supplier shall nominate a works manager as required in the safety regulations of Israel. 6. Supplier shall be fully responsible for taking all safety measures, in arriving and going, of its employees, its sub-Suppliers or anyone on its behalf, from and to the Sites especially in light of the operational traffic around such area. 7. Supplier shall be responsible for taking all security measures concerning the Sites, including but not limited to fencing and marking the fence circling the Erection Site in order to have proper night lighting/ signal. 8. Supplier acknowledges and agrees that any change in the Sites should be approved in writing by the APC, prior to effecting any change, taking into consideration the operational situation of the Quay. 9. A plan for all risk management activities should be prepared by Supplier, employees must present credentials training for work at height and meet the requirements of Israeli law in the field of safety. Port Entry Permits
1.
The work carried out by the Supplier under its obligations in connection with the Design, Fabrication, Supply, Delivery, Erection, Commissioning, Testing and Warranting of STS Cranes is intended to take place on the premises of APC. The APC's premises entrance is guarded by security forces. It is strictly forbidden to employ residents from the Occupied
Appendixes -32 נספחים לחוזה מנופים רציף
Territories/Palestinian Autonomy and Foreign workers. Foreign workers shall require special permits based on the APC’s management policy. Initial requirements are sojourn permits and working permits granted by the appropriate governmental authorities. 2.
The Supplier shall submit a list of all its employees, including project managers, work managers, sub-Suppliers (if such have been approved by the APC), no later than one month following signing of the Agreement to which this document is attached as an appendix. All entry permit issues shall be handled in coordination with the Ashdod Port Project Mananger. The Supplier should inquire in advance whether any of its employees is restricted in any manner. The Sites are situated within a restricted area, and the authorization process of employees for entry may take up to one (1) month. Thus, the Supplier must submit the information well in advance. In addition, the authorization of employees for entry into the Port of Ashdod is solely in the judgment of the APC’s security officer. The Supplier declares and consents that it shall have no demand or claim of any kind in the event that any of its employees is not authorized for entry.
3.
The APC has the authority to refuse entry into the APC’s premises restricted areas to any of the Supplier’s employees and/or appointed third parties, and to annul or suspend entry permits previously granted.
4.
The Supplier shall make sure that all its employees and sub-Suppliers carry their entry permits upon their persons during their stay within the APC's premises.
5.
In order to obtain entry permits for Foreign Workers, the Supplier shall submit to the Port’s Security Officer valid sojourn permits signed by the Ministry of the Interior and valid work permits signed by the Ministry of Industry, Trade and Labor.
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Appendix M Site Regulations Environmental Protection Instructions for Contractors 1. General 1.1
The Ashdod Port company is aware of the significance of environmental protection and has declared its commitment to minimize as much as possible the damage caused to the environment on account of the company’s activities. Therefore the company insists that contractors operating on its premises adopt and comply with environment protection instructions as detailed below.
1.2
Let it be known that in following the instructions set forth in this document the contractor’s obligations to uphold any other environmental law or regulation and comply with requirements of relevant authorities (the Ashdod Port company included) shall not be diminished by any capacity, for these instructions are not exhaustive, but rather represent the gist of environmental protection subject matter. It is hereby emphasized that the instructions given in this appendix are to serve as a supplement to other environmental laws and regulations, and may in no wise detract from or make less stringent such laws and regulations. If it becomes apparent to a contractor that a law or regulation of the relevant authority is for some reason mitigated, the contractor shall act according to the more severe regulation and shall have no claims against the Ashdod Port company in this matter.
1.3
It is emphasized that although Ashdod Port has issued these instructions, no responsibilities shall be put to bear on Ashdod Port in the event that a contractor signed on this agreement fails to comply with them.
2. Compliance with Laws and Regulations and Fulfillment of License Conditions 2.1
The contractor is obligated to comply with all laws and regulations pertaining to the environment, including: Hazard Prevention Law - 1961 and its regulations; Environmental Hazard Prevention Law (civil demands) - 1972; Business Registration Law - 1968 and its regulations; City Union law - 1955; Environment Law (penalization) (amendments) - 1997; Water Law - 1959 and its regulations; Hazardous Materials Law - 1993 and its regulations; Pollution of Sea by Terrestrial Sources Prevention Law - 1988 and its regulations; Cleanliness Maintenance Law 1984 and its regulations; and additional environment-related laws.
2.2
The contractor is obligated to comply with all laws and regulations applying in particular to sea ports, including the Shipping and Ports Administration - 2004; Ports Directive - 1971; and all regulations generated thereof as well as any other law that is valid at that time.
2.3
Without detracting from the above, the contractor is responsible for fulfilling at his expense each and every condition or preventive action appointed necessary by any authorized governmental administration, as pertains to design, environment, business registration, handling of fuel and fuel products and maintenance of cleanliness. Failure to comply with license conditions is regarded as having not received such a license and / or having worked without such a license.
2.4
Let it be known that the instructions or conditions appointed by authorized
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governmental administrations are numerous in kind, and may include the following: sewage treatment; noise limitations; removal of hazardous material waste; treatment of foul odors; treatment of liquid, gas or toxic material leakages; radiation; air pollution; sea and port water pollution; damage to marine life, vegetation and resources; concentration of pests and rodents; fires, explosions, electric short circuits; dust and filth; ecological hazards; and / or any other nuisance or damage to the environment and its quality. 3. Emergency Plan The contractor is required to prepare an emergency plan for events such as: fires; explosions; oil, gas or hazardous materials leaks; sea water pollution or any other safety and / or environmental event. The contractor should coordinate his emergency plans with the Port’s Safety Engineer and Environmental Manager. 4. Sea Water Pollution 4.1
Sea water pollution refers to the removal of waste and sewage of any material or type into the marine environment. This environment is not merely a large volume of salt water - it is a living, dynamic entity of physical, chemical and biological constitution whose equilibrium enables complex ecosystems to thrive within and nearby it.
4.2
A contractor wishing to pour or dump liquid or solid waste of any type into the sea must receive a permit from the permit-granting committee, at whose head stands the Minister of Environment’s representative. This is based on the Sea Pollution Prevention Law (waste disposal) - 1983 and its regulations, as well as the Pollution of Sea by Terrestrial Sources Prevention Law - 1988 and its regulations.
4.3
Digging resulting in the discovery of ground water - the ground water may not be poured into the sea until an appropriate permit has been obtained from the committee.
4.4
Once the contractor obtains permits of the aforementioned kind, he shall transmit a copy of the permit (and the conditions thereof) to the Port’s Environmental Manager, and proceed with the permitted activities in coordination with the Port authorities.
4.5
As regards contractors whose work regime carries a potential risk of sea pollution, e.g.: working with oils near the sea, refueling ships and / or transporting fuels and chemicals and / or pouring out bilge or ballast water: such contractors shall be responsible for the presence of means for absorbing the source of pollution and / or means for containing it; they shall also train their personnel in advance concerning such events. In cases where there is high risk of sea pollution, the contractor shall be required to contact another contractor that specializes in handling sea pollution events, all this according to the circumstances and in coordination with the Environmental Manager.
4.6
A contractor wishing to conduct underwater work (welding, insertion of supports etc.) is obligated to take into consideration how his actions may affect sea life, sea vegetation, corals and the seabed, and take all precautions to minimize such effects. In the event that an ecological system is known to exist nearby the work site, the contractor must approach the Environmental Manager for instructions before starting to work.
4.7
Underwater digging may have a significant effect on the environment, both in the short and the long range. The contractor must receive specific instructions from the Environmental Manager on how to conduct such work, and follow such instructions
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literatim. 4.8
A contractor who during his work harms or comes into contact with a rare marine species, such as sea turtles or dolphins, shall immediately report to the Port’s Environmental Manager and cooperate in transporting the animal to the appropriate care center.
5. Soil Pollution 5.1
Soil pollution brings about the contamination of ground water, and may also pose a health hazard to man and the environment. It is therefore strictly forbidden to pour fuels, oils and chemicals of any type onto the ground.
5.2
Fuel tanks and oil barrels, both under and above ground, shall be fortified by Mazra having a volume of 110% that of the tanks and barrels. This is necessary in order to contain possible leaks and prevent contamination of the earth.
5.3
In the event that a leak has occurred or has been suspected to have occurred, the contractor must take immediate action in order to tend to the source of the leak and to prevent further pollution.
5.4
If a fuel or chemical has been spilled nearby a creek, the contaminant must be blocked from spreading further by means of absorbent sleeves or an appropriate raw absorbent (sand, hay etc.). These shall thereafter be drained from the contaminant (if possible) and transported to a hazardous waste disposal site or another appropriate authorized site.
5.5
As much of the contaminant as possible should be pumped into an appropriate container, which shall thereafter also be transported to a hazardous waste disposal site or another appropriate authorized site.
5.6
The contractor must inform the Port’s Environmental Manager immediately concerning a soil pollution event. The Ministry of Environment’s regional office must also be informed.
5.7
The contractor must dig up contaminated earth and remove it to a hazardous waste disposal site, to a mixed waste disposal site or to a dry waste disposal site, depending on the type and concentration of the contaminant, all this in coordination with the Ministry of Environment.
5.8
Soil tests for determining the appropriate disposal site shall be conducted by a laboratory that has been certified by the National Laboratory Certification Administration, in coordination with the Ministry of Environment and the Port’s Environmental Manager.
5.9
If the laboratory results classify the tested soil as toxic / hazardous, the soil must be treated in accordance with hazardous material transportation regulations and removed to the hazardous waste disposal site in Ramat Hovav.
5.10 While removing the contaminated earth the contractor must make sure that all of it has been removed to the disposal site. This is done by weighing the earth at the contamination site and weighing it again at the disposal site. The contractor must demand that the disposal site provide him with a written confirmation of the hazardous waste removal. The confirmation should be stored in a file dedicated to the contamination event, which is thereafter to be displayed to the project supervisor and
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the Port’s Environmental Manager. 5.11 Dug-up contaminated soil that is intended for temporary storage before being removed (as explained in paragraph 5.7), shall be placed upon a standard polyethylene sheet. During the rainy season, the soil should be covered with another sheet to prevent it from contaminating nearby ground. During the summer, if called for, the soil should be slightly moistened to prevent dust nuisances. According to the circumstances and the Port Environmental Manager’s instructions, the contaminated soil shall be fenced to prevent access to the site. 5.12 In order to ensure that the contaminated site is clean (after removing the contaminated soil) - the contractor must perform additional soil tests in coordination with the Ministry of Environment and the Port’s Environmental Manager. 5.13 Very high and unexpected expenses are often involved in ground pollution events. The contractor shall at his own expense deal with pollution events caused by his activities. The contractor may consult advisors and laboratories, provided these are certified by the appropriate authorities, and that the appropriate Port entity is involved in the matter, and that everything is performed as per a reasonable schedule. If the contractor refuses to handle such an event, for any reason - the Port’s Administration shall handle the situation and shall deduct the expenses thereof from the contractor’s dues. 6. Air Pollution, Odors and Dust 6.1
Air contaminants constitute a potential hazard to the respiratory system and the entire body. Some contaminants originate from natural sources, but most air pollution is the result of machinery operation and industrial and infrastructure activities.
6.2
Israel does not yet have a central legislation that exclusively and exhaustively defines the issue of air quality protection. The Hazard Prevention Law (1961) forbids the emission of significant or unreasonable air pollution that disturbs or may disturb a nearby person or passerby. Thus, a contractor operating within the Port’s premises or within a defined site must ensure that during his work no gas contaminants are emitted that may cause a nuisance. It should be noted that there are regulations that define limits for contaminants emitted from chimneys and machinery - these are mentioned in the convention for implementing air pollution related regulations (known as the “Industrialists Convention”), which obligates those who voluntarily sign it. Additional air pollution restrictions may be found in plant-specific instructions or instructions given usually within the conditions of, for example, business licensing or construction plans.
6.3
In addition to the above, the Hazard Prevention Regulations (Air Quality) - 1992 lay forth a list of 12 gas contaminants, 7 drifting particle contaminants and 2 settling particle contaminants. The Ministry of Environment regularly checks the air for the presence of these contaminants. If the contractor work results in one of the above mentioned contaminants being in the air at a concentration above the permitted, it shall be considered significant or unreasonable air pollution, an illegal activity.
6.4
For the purpose of clarification, without detracting from the requirements given in 6.3, the list of contaminants includes: dust from earthworks and movement of heavy machinery, drilling and grinding, operation of heavy mechanical machinery, etc.
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6.5
The contractor must know that emission of black smoke caused by burning or partial burning on an open fire, in an oven or any other device, for a period of more than 6 minutes per hour is considered significant or unreasonable air pollution, an illegal activity. Therefore, the contractor shall refrain from such pollution.
6.6
A contractor whose operational or manufacturing activities result in contaminant emission at a level above that permitted by law, business registration or work plans, is required to take all necessary precautions to minimize such emissions. This may be achieved by moistening the ground, using water sheets, installing receptors, absorbents, filters, particle capturing apparatus, working beneath a tent or any other appropriate means.
6.7
A contractor who has installed contaminant emission retardant apparatus that has malfunctioned shall take all necessary actions to restore the apparatus to good working order as quickly as possible. If repair efforts are estimated to exceed 24 hours, during which time significant or unreasonable air pollution is forecasted, the contractor must report to the Port’s Environmental Manager.
7. Handling and Removal of Sewage and Waste 7.1
Sewage is to be led to the municipal sewage system under permit and in accordance with the conditions set forth by the municipal administration; under no circumstance is sewage to be poured into creeks, wadi or the sea. Sewage with a high salinity level is not to be led into the municipal sewage system; rather, leading such sewage into the sea may be considered, but only after a permit has been received from the sea dumping committee.
7.2
Sewage that cannot be led to the municipal sewage system, as well as sewage that does not meet the criteria for municipal sewage system introduction shall be collected by a mobile sewage container and transferred to a treatment site or a sewage purification installation, depending on the type of sewage. If laboratory tests classify the sewage as toxic / hazardous waste, the sewage is to be treated as per hazardous material transportation regulations and removed to the hazardous waste disposal site in Ramat Hovav.
7.3
Dry or mixed waste shall be transported to a burial site or to a treatment / recycling site, based on the type and nature of the waste. Construction waste shall usually be removed to a dry waste burial site. The Ministry of Environment and City Union (hereafter “authorized administrations”) websites provide detailed lists of certified disposal, treatment and recycling sites, categorized by type of waste. If a contractor wishes to remove waste to a site not appearing on these lists, he must submit a certificate that proves that the intended site is approved by the authorized administrations for the type of waste pending removal. Hazardous waste is to be removed to the hazardous waste disposal site in Ramat Hovav alone.
7.4
The following are considered as waste: home and office garbage; industrial waste; construction waste; scrap iron and wood; Port-specific waste such as ship waste and sewage, bilge water, cargo remnants removed from the docks, funnels and ship decks; contaminated earth; hazardous material; and any other material causing disorder or negatively impacting cleanliness. Additionally, materials that are removed for recycling, such as: used oil, used oil filters, used batteries, used tires are also to be considered as waste.
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7.5
The contractor should keep detailed documentation of waste leaving the port or his work site, including mass equivalents. He should also save receipts from disposal sites for future reference; these too showing mass of waste (today all certified disposal sites produce such receipts). The contractor shall also prove that the quantity of waste leaving the port matches the quantity brought to the waste disposal site, by presenting the necessary documentation to the project supervisor or the Port’s appropriate entity. Explanations are due in cases of discrepancies.
7.6
A contractor removing waste to his own site for the purpose of selecting recyclable materials therefrom (e.g. wood, iron or rubber) shall report to the Port’s appropriate entity and receive approval for such activity. In this case the contractor shall be exempt from demonstrating a correlation between the quantity of waste leaving the Port and the quantity arriving at the disposal site - the Port shall supervise such cases in a different manner.
8. Noise 8.1
Noise is defined as sound that disturbs the environment. Noise has many diverse effects on a person’s body and psyche. It strains the nerves, increases the body’s caloric consumption, causes exhaustion and hampers concentration.
8.2
The Hazard Prevention Regulations (unreasonable noise) - 1990 define the maximal permitted noise level per structure type. Five structure types are defined, based on their intended use and the ground upon which they stand. For example, a structure may be a neighboring residential building, a nearby factory or a nearby public building. A contractor operating tools or machinery that exceed the permitted noise threshold shall be considered as creating loud and unreasonable noise, an illegal activity. Actual noise levels are given in the regulations themselves.
8.3
A contractor operating construction equipment listed among aforesaid regulations might produce unreasonable noise levels that are forbidden by law. The Hazard Prevention regulations (unreasonable noise from construction equipment) - 1979 defines what exactly is the unreasonable noise level.
8.4
Alongside complying with all legal requirements, the contractor must act according to specific noise restrictions given within the scope of his project, if such have been issued.
8.5
If one of the contactor’s machine creates an unreasonable noise level, the contractor is obligated to install acoustic devices in the machine or the environment, in order to reduce the noise level to below the permitted threshold.
9. Hazardous Materials 9.1
Hazardous materials are toxins or harmful chemicals listed in one of the appendices of the Hazardous Materials Law - 1993. This includes fuels, gases, explosives, acids, bases, oxidizing materials, organic solvents etc. Such materials may potentially be released into the air or even explode, causing damage to life and property. Used oil and used oil filters are also considered hazardous materials.
9.2
The law requires all that anyone involved with hazardous materials (as defined above) have a toxins permit; this includes anyone who deals in manufacturing, importing, packaging, trading, distribution, transportation, storing, holding or use of
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hazardous materials. In addition, the Transportation Services Law - 1997 and its regulations determine that transportation of hazardous materials requires an appropriate license; anyone lacking such a license who transports hazardous material is performing an illegal activity. 9.3
A contractor using a material defined by law as hazardous must have a toxins permit and act according to the conditions thereof, i.e. types and quantities of permitted toxins as well as their storage method.
9.4
A contractor transporting hazardous material into, within and out of the Port must employ for this task somebody who is certified for transporting hazardous material, and attach all necessary warning signs to the transport.
9.5
Hazardous waste, in contrast with hazardous materials (as defined in 9.1), is defined as material of any kind that contains hazardous material that has been removed from a factory, is intended for removal, or is designated as required for removal (by the Ministry of Environment General Management). In such cases, “hazardous material” is defined as any material having a UN number as defined in the “Orange Book” - a book classifying materials and material groups according to the potential risk involved in their transportation.
9.6
The Business Registration (removal of hazardous material waste) regulations of 1990 determine that a contractor is obligated to remove any waste produced by his activities or held in his possession as quickly as possible; in any case no later than 6 months following the creation of that waste. Israel has a single site that is dedicated to neutralizing and treating hazardous material waste, and that site is located in Ramat Hovav. Different treatment methods for hazardous waste necessitates approval from the Ministry of Environment.
9.7
A contractor removing hazardous waste shall save all pertinent documentation and display it to the project supervisor and the Port’s appropriate entity. Crates and packing material that have been used for storing hazardous material shall be treated as hazardous materials themselves.
9.8
Asbestos is one of the materials included in the hazardous materials list. However, the Work Safety (occupational hygiene and employee and public health concerning harmful dust) regulations of 1984 have set forth strict working instructions for anyone dealing with asbestos. Without diminishing from any other requirement set forth herein, before dismantling asbestos structures it is necessary to request an approval from the technical committee for harmful dust. Once received, all activities must be carried out under the committee’s supervision and instructions. If only limited exposure to asbestos is called for, it is permitted to act in accordance with the harmful dust committee, under the supervision of the Port’s authorized entity.
9.9
Any safety incident in which hazardous material is involved, e.g. explosions, cracking of containers storing toxic gases, liquids or solids formed through gas compression; necessitate immediate reporting to the Environmental Manager and the Safety Engineer.
10. Damage to Landscape and Subsequent Restoration Thereof 10.1 A contractor whose activities have caused damage to the landscape and scenery (e.g. cutting out new trails, erecting artificial ramps, uprooting trees or changes to the terrain) is obligated upon concluding his work to restore the landscape to its original
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appearance. 10.2 In the event that significant changes have been made to the landscape, the contractor shall be required to employ a landscape architect in order to plan how the area is to be restored, all this in coordination with the Port’s appropriate entity.
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Safety Directives and Instructions for Executing Works in APC General 1. This procedure is aimed at guiding APC and external entities regarding the safety requirements applying to a Supplier working within APC area, who is not an operational Supplier, in order to prevent bodily harm to APC's workers and Supplier's employees as well as preventing damage to equipment and facilities. 2. This procedure relates to safety requirements for Suppliers hired by APC to carry out construction works, installation of equipment and port services (Procedure 60-01-03 relates to operation Suppliers). 3. The safety addendum in this procedure is to be attached as safety directives to any contract signed with a Supplier, as stated in section 2, and shall form an integral part thereof. 4. It is the responsibility of APC to attach the procedure to the contract signed with the Supplier. 5. It is the responsibility of the Supplier to fulfill all the sections in this procedure's safety addendum.
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Safety Directives and Instructions for Executing Works in APC 1.
The Supplier must fulfill all safety instructions as determined by any law, including in accordance with the Work Safety Ordinance (New Version), 1970, and the regulations and rules thereunder, and in accordance with the Ports Regulations, 1971. Likewise, prior to commencing work at APC the Supplier must sign a safety declaration in Addendum A to this procedure.
2.
In addition, the Supplier must comply with: Regulations in chapters twelve, thirteen and fourteen in the Ports Regulations, 1971. Work Safety Rules (Ports and Ships in Port), 1947. Safety and health regulations issued by virtue of the Work Safety Ordinance, Section E, Article I.
3.
Without derogating from the generality of that stated in sections 1 and 2, the Supplier is responsible for all his workers and sub-Suppliers on his behalf observing the safety directives and instructions.
4.
All machinery, equipment and vehicles used by the Supplier are to be duly protected, and bear a pertinent certification from a competent inspector, or any other permit, including from the Transportation Ministry.
5.
At a minimum, every person located on the keys, operational areas and on board vessels must wear the following required personal gear: safety helmet, reflective safety vest, and safety shoes. Other protective gear - is to be used as prescribed in the safety and health regulations.
6.
The Supplier must fence in the work area and mark with warning signs any work site with a potential safety risk, including work on levers. Fencing area and form must be coordinated with the APM and APC safety supervisor.
7.
Driving a vehicle and/or operating a facility of the Supplier or APC should be done by the holder of an appropriate license according to law.
8.
Roaming about APC area is not allowed outside the work execution framework. Port entry authorizations attached to an identifying document should be carried at all times.
9.
Work area cleanliness must be maintained at all times, and all work tools and materials cleared away when work is completed.
10. No moving system or moving tool should be serviced before checking that the power supply has been cut off. 11. No port equipment is to be used without permission from APC director or his proxy.
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12. No port electricity or water may be used without the permission of APC's electrical engineer or construction engineer, accordingly. 13. Youths under 18 years of age may not be employed. 14. Any case of damage incurred to port equipment or installation must be reported to the supervisor and department head in charge at APC. 15. If the use of hazardous/toxic/explosive materials is required in executing the work, APC's safety supervisor must be notified in this regard and his permission obtained in advance. 16. No fire may be set alight in APC area without prior permission from APC director or his proxy. 17. Welding: No welding is to be done without permission from APC director or his proxy. 17.2
No welding is to be done without the stationing of a fire-extinguisher and/or appropriate hoses hooked up to fire-hydrants in the welding area.
17.3
Welding surface areas must be adhered to as authorized by APC director or his proxy.
17.4
Adequate grounding arrangements must be verified.
17.5
On completion of welding work, the prevention of a potential renewed outbreak of fire should be ascertained.
18. No vehicle, work tools or any other item should be left on the rail tracks, travel guides and electricity channels of the cranes. 19. Instructions issued by APC director or any person authorized by him must be adhered to. 20. Before commencement of work, the Supplier must consult APC's safety supervisor or other person appointed for this purpose by the APM, to receive a briefing on the subject of safety and obtain written confirmation of said briefing Addendum B in this procedure. 21. APC safety supervisor should be consulted regarding any question or problem arising in connection with the implementation of the safety provisions. 21.
Frequency of briefing: 21.1
Service Supplier engaged under annual contract should be briefed at least once a year.
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21.2
Supplier executing occasional jobs at APC should be briefed at least twice a year.
22. Briefing method: 22.1
The Supplier must hold a preliminary meeting with the principal: a supervisor on the Authority's behalf and/or APC foreman, to obtain a work commencement permit.
22.2
In ongoing work (more than one day's duration), the Supplier must notify the principal at APC of his arrival at work each day.
23. APC director may halt any work of the Supplier in the event of any violation of and/or noncompliance with the required safety rules. 24. Should any dangerous event (for specification of cases - see Addendum C) occur during work execution by the Supplier, this must be reported immediately to APC safety supervisor and to the regional work inspector of the Labor and Welfare Ministry. 25. Shown hereunder is a list of emergency addresses and telephone numbers: A. The emergency unit, including clinic and fire-fighting section, is situated at - ______________________________ B.
Emergency phone numbers:
Safety supervisor - ____________________ Port clinic - __________________________ Electrical engineer - ___________________ Inspector - ___________________________ Emergency dept. head - _________________ Magen David (emergency) - 101 Fire department - 102 Addenda: Addendum A - Supplier's Safety Declaration Addendum B - Safety Certification for Employment of Suppliers Addendum C - Dangerous Events Requiring Reporting to APC Safety Supervisor and Regional Work Inspector
Certified by APC's CEO 2008
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Ashdod Port Company Ltd. Ashdod Port Ashdod 77191 Israel, POB 9001
Date: _______________
Safety Directives for Suppliers- Supplier's Safety Declaration 1.
I, the undersigned, employed by/employing workers at APC to carry out work, hereby declare that I have been apprised of the safety directives for Suppliers prevailing at APC, and that the potential risks in APC areas are clear to me/to them.
2.
I hereby undertake that I and/or my workers will take every care to comply with the safety and sanitation requirements under any law as well as the work and disciplinary procedures, and to act in accordance with the directives of the APM or any other person authorized by him.
3.
I, the Supplier ___________________, hereby declare that I have relayed the safety directives for Suppliers at APC to my workers and/or subSuppliers on my behalf.
4.
I undertake to apply for a permit in respect of any work involving exposed fire, entry to enclosed spaces, tanks, ships and/or any installation posing a special risk, which may be required in the course of my work.
Supplier: ___________________________________________ Address: ____________________________________________ Tel: ________________________ Signature: ___________________ Seal:
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Ashdod Port Company Ltd. Ashdod Port Ashdod 77191 Israel, POB 9001 Date: _______________ To: ________________________ ________________________
RE: Safety Certification for Hiring Suppliers
I herewith confirm the hiring of the Supplier ___________________ of the _________________ company under an annual/one-time contract for the following works: 1. 2. 3.
______________________________________________________________ ______________________________________________________________ ______________________________________________________________
Subject to the following restrictions: 1. ______________________________________________________________ 2. ______________________________________________________________ 3. ______________________________________________________________ The certification is valid until (date): _____________________ This certification is conditional on compliance with the Work Safety Regulations (Labor Inspection (Organization) Law) of the Labor Ministry, and subject to the safety procedures of APC's Authority at APC of ______________.
Sincerely yours,
Safety Supervisor
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Dangerous Events Requiring the Supplier to Report to APC Safety Supervisor and Regional Work Inspector [Excerpt from Occupational Accidents and Illnesses (Notification of Dangerous Events in the Workplace) Regulations]
1.
Splitting of a mechanically-driven grindstone or grinding disk.
2.
Splitting of a mechanically-driven flywheel or belt-wheel.
3.
Splitting of a mechanically-driven needle or container.
4.
Collapse or fall of elevator.
5.
Fall of elevator car or platform.
6.
Snapping of wire cable, rope or chain used in lifting or lowering elevator car or platform.
7.
Breakdown that interrupts the functioning of the elevator's operating mechanism or safety mechanism or parts thereof. For the purposes of sections 4 to 7, any hoisting machine or hoisting apparatus shall be regarded as an elevator, if movement of the cell or platform of the elevator is regulated by a director or directors.
8.
Buckling or collapse of a crane.
9.
Fall of a crane, winch or sheave.
10.
Snapping of a wire cable, rope or chain serving a crane or used in the hoisting, lowering or transporting of a load by a crane, winch or sheave.
11.
Breakdown that interrupts the functioning of the operating mechanism or safety mechanism of a crane, winch or sheave or parts thereof.
12.
Bursting or splitting of a gas collector which contains gas at pressure greater than air pressure. For the purposes of this section "gas" includes air, steam and a mixture of different gases as well as liquids and solids formed upon gas compression.
13.
Bursting of a steam boiler and any damage to the structure incurred by backfire. For the purposes of this section "steam boiler" denotes a closed vessel producing steam for any kind of purpose, at a pressure greater than air pressure, including any device used for heating the water supplied to the steam boiler as well as any turbine used in heating steam.
14.
Explosion or fire resulting in damage to the building, machinery, installations, electrical instruments or power lines.
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15.
Collapse of scaffolding intended for performing construction works or engineering construction, as defined in the Work Safety Ordinance, 1946, excluding scaffolding that precludes any danger of falling from it or a part thereof, to a height exceeding 2 meters.
16.
Collapse at a height exceeding 2 meters of a concrete-casting mold intended for performing construction works or engineering construction, as defined in the Work Safety Ordinance, 1946.
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Appendix N Certificate of Propriety In addition to the duties and prohibitions applying thereto by power of the law, including the penal law 5737-1977, the Contractor hereby undertakes and declares as follows: 1.
The Contractor has neither directly nor indirectly solicited and/or given and/or received any benefit and/or funds and/or anything of value with the intention to influence directly or indirectly the Ashdod Port Company's decision to execute this Agreement, including any decision of the Ashdod Port Company ("APC") and/or of any employee of APC and/or any person on the behalf thereof regarding this Agreement, and shall refrain throughout the whole term of this Agreement, from any such act including in co-operation with any officer of APC and/or employee of APC that may result in any undue influence on APC's decisions regarding the management of this Agreement.
2.
The Contractor shall not solicit and/or cooperate, directly or indirectly with any officer of APC and/or employee of APC and/or any person on behalf thereof and/or any other in order to obtain any restricted/confidential information in connection with this Agreement and/or any Purchase Orders and/or change order placed thereunder;
3.
The Contractor has neither directly nor indirectly solicited and/or co-operated with any officer of APC and/or employee of APC and/or any person on the behalf thereof and/or with any other prior to executing this Agreement with APC in order to establish artificial and/or non-competitive prices and/or payments in this Agreement or in connection thereto, and shall refrain from doing so throughout the whole term of this Agreement.
4.
The Contractor has brought the above declarations and undertakings to the attention of its employees, subcontractors, and anyone that is involved in any manner on Contractor's behalf in this Agreement and/or any of the Purchase Orders there-under.
5.
The Contractor hereby declares and acknowledges that any event of a failure to comply with the above declarations and/or undertaking constitutes a material breach of this Agreement, and APC is entitled, in its sole and exclusive discretion to terminate or cancel without prior notice the Agreement and/or cancel any Purchase Order for such Contractor's default, and the Contractor hereby waive any claim and/or demand and/or cause of action against APC of whatever nature and kind Contractor may have or may hereafter acquire (actual and consequential) arising out of or in any way related to or connected with such termination. ___________________ By ____________________ Date
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APPENDIX O EXAMPLE OF SPARE PARTS PURCHASE ORDER
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Appendix P Time Schedule
Appendixes -32 נספחים לחוזה מנופים רציף
Appendix Q Authorization for performance of Work at Sites
To: (Supplier) From: Ashdod Port Company Ltd. ("APC") Re: Authorization for performance of Work at Sites Contract No. ______________ 1. Further to the Agreement signed by the parties and without derogating from the terms and conditions specified in Appendixes L and M, you are hereby granted with the permission to perform the works and services under the Agreement, in particular the erection, commissioning and testing of the STS Crane, at the Erection and Operation Sites at Ashdod Port, as those sites defined in the Agreement, in the Technical Specification, subject to the provisions specified below (the "Authorization"). 2. By singing this Authorization Supplier hereby acknowledge that the Authorization is particularly for the purpose specified above in section 1 and for the scope of work and servicers provided in the Agreement, and for those purposes only. Supplier is hereby warrants and represent that it will not use the sites as defined below for any other purpose. This is a fundamental section. 3. The Erection Site will be at the east area of quay No. 23 (See Section C, Attachment 2), and that The Operation Site will be at quay No. 23 (See Section C, Attachment 3) (hereinabove the "Sites"). 4. Supplier hereby confirms that the Sites are limited in size and are adjacent to the operational areas of the port. 5. This Authorization shall be valid for the period of time in which performance of the works at the Sites is to be executed, until the issuance of the Acceptance Certificate for the STS Crane supplied at that time (the "Term"). Upon issuance of the Acceptance Certificate for the STS Cranes, provided that there is no additional STS Crane to be accepted on site and/or the Agreement has not been terminated as stated thereto, Supplier shall evacuate the Sites, remove all personal and equipment from the Sites and hand over the Sites to APC in the same condition it received them, free and clear from any person or object. 6. This Authorization is given to the Supplier by APC with no charge of any kind. However, to the extent that the Supplier, without the prior written consent of APC, shall deviate from the Sites and use areas in the port which are not within the Sites and/or not under this Authorization, for any reason whatsoever, this will be deemed as Supplier's breach of this Authorization and Supplier shall pay to APC liquidate damages in the amount of 384 NIS per one square meter used by the Supplier in the additional territory, per one year, for as long as the Supplier shall use this additional territory, without derogating from APC's rights to any additional remedy under the law.
Appendixes -32 נספחים לחוזה מנופים רציף
7. Supplier hereby declares that the Tenant Protection Law, 1972 do not apply to this Authorization. 8. APC reserves the right to terminate this Authorization at any time or to change the location of the Sites and/or the size of the Sites, all in its sole discretion. 9. Supplier warrants and represent that it shall comply with APC or its representatives instructions regarding the Sites and warrants their punctuality performance. 10. Supplier undertakes that during the Authorization period it shall hold and maintain the Sites in a perfect shape, in the same manner a landlord is maintaining its property, and commits to repair at his own expense, as quickly as possible and to the satisfaction of APC, any damage or breakdown caused to the Sites during the Authorization period. 11. The Supplier undertakes to take any precautions necessary to prevent the following events in the Sites: noise, fires, explosions, injuries or damage, bad odors, leakage of liquids, gases or toxic substances, air and sea water pollution, electrical shorts, ecological risks, concentration of pests and rodents, dust and dirt and/or any other nuisance. 12. The Supplier undertakes to hold and maintain the Sites in a clean shape and shall not contain in and around the Sites any material that could catch fire or explode or to hold there any other dangerous substance, unless it has received prior written consent of APC. 13. Supplier warrants it shall not install or leave in the Sites or at the port area outside the Sites, any machine or any other object, for any term, unless it receives prior written approval from APC and in accordance with the terms of the approval. 14. Supplier will be responsible for the fencing and guarding of the Sites. 15. To the extent Supplier has violated any of its obligation under this Authorization and/or any instructions given to him from time to time by APC or its representatives in this regard, and/or caused any damage, directly or indirectly, to APC and/or its employees and/or anyone on its behalf and/or APC's equipment as a result of this Authorization, APC shall be entitled, at its sole discretion, for any remedies applicable by law, including the forfeiture of the guarantee. 16. Notwithstanding any other provision of this Authorization, it is hereby clarify that throughout the Term, Supplier shall be solely liable for any damage, loss or bodily injury and / or property, or prevention of profit, which may be caused to the Supplier, its employees, delivery, his representatives or anyone on its behalf and to APC and / or its employees, agents, or anyone on its behalf, and any other person, for any reason whatsoever, for any act or default of the Supplier or anyone related to him or acting on its behalf, arising out of or related, directly or indirectly, to the rights or obligations of the Supplier, according to this Authorization and / or by virtue of it, in whole or in part, including construction and maintenance of the Sites, the use of the Sites or any part thereof, as well as breach of or non-compliance with the provisions of any law.
Appendixes -32 נספחים לחוזה מנופים רציף
Supplier accepts the aforementioned warranty and dismissed the APC from all liability, claims and demands regarding the aforesaid responsibility, and undertakes to compensate APC for any damage, stated. 17. The Supplier undertakes to carry out, throughout the period of this Authorization, the provisions of any law, order and demand of any authority in connection with the performance of Work at the Sites, and the Supplier assumes responsibility for any noncompliance or violation of any law, provision and requirement, as stated, by Supplier or anyone on its behalf. 18. Supplier declare that it shall not have any claims, directly or indirectly, against APC and / or its employees and / or agents and / or anyone on its behalf, in respect of any loss, theft or other damages caused to the Supplier or its property or property that in its possession or under his control, including loss or damage to cargo. 19. APC shall not be liable for any direct or indirect loss or damage, of any kind that may occur to Supplier, its employees, agents or third parties that entering the Sites or the port areas and has any connection with the Supplier. 20. In the event that any claim is made against the APC or any lien affixed against it, as a result of breach of any of the provisions mentioned above, by any person and for any amount, the Supplier shall return to APC, at its first demand, any amount paid by it, including all legal expenses, interest and linkage, as well as any fees of a lawyer and VAT, made in connection with this payment. APC shall notify the Supplier upon receipt of any such claim or demand. Any bill to be submitted by the APC will serve as sufficient evidence of such Supplier's liability and for its extent. 21. The Supplier must not transfer or assign in any way, any of its rights and obligations under this Authorization, in whole or in part, without the specific prior written permission of APC. It is further clarify that the Supplier forbidden holder shall not, without the prior written consent of APC, rent, transfer, pawn, pledge or assign the Sites or in part thereof, to anyone. Providing such consent, will not derogate from the validity of any of the other provisions of this Authorization, nor shall be construed as if there is no longer a need for APC's consent to transfer rights or obligations contained in this Authorization.
Appendixes -32 נספחים לחוזה מנופים רציף
Equipment Department – Projects section
Ship to Shore TENDER NO. 2594/TZ/15
Appendix E – Evaluation Grades 1
Operation - 25% 1.1
1.2
25%
Distance between buffers (BTB uncompressed) BTB ≤27m=100, BTB>27m=0 (max.33m)
18%
Automation Features
20%
1.2.1
Ease of use of the Semi-Automatic operations by the crane driver's
20%
Ship profiling system and optimal path capabilities
20%
TOS integration capabilities
10%
Design preparation for full automatic operation see para. 4.26 in Attachment A, section B
10%
Automatic Skew alignment to Yard tractor capabilities
10%
Anti Sway System
10%
1.2.2
1.2.3
1.2.4
1.2.5
1.2.6
1.2.6
Comply to tech. Spec. & General impression 1.3
20%
10%
Operator Cabin
1.3.1
Operator Cabin Design (size, chair position, windows, view angles, spacing, access to control panels)
20%
1.3.2
Operator Chair+ chair adjustment features
20%
-
1.3.3
Operator Cabin noise level during operation
20%
+
1.3.4
Operator Cabin AC cooling capacity
10%
provision of safe exit along the boom (unsafe=0)
10%
1.3.5
1/7
P.O.B 9001, Ashdod 77191 Israel
Equipment Department – Projects section 1.3.6
Comply to tech. Spec. & General impression 1.4
20%
5%
Controller's Cabin 1.4.1
+
Controller's Cabin Design (size, chair position, view angles, spacing, access to control panels)
70%
Controller's Cabin AC cooling capacity
10%
Comply to tech. Spec. & General impression
20%
1.4.2
1.4.3 1.5
4%
Control stands + devices 1.5.1
Control stands design (access, size, location, details)
50%
1.5.2
Op panels design, location, arms
30%
Comply to tech. Spec. & General impression
20%
1.5.3 1.6
5%
Noise levels -
-
1.6.1
1.6.2
1.7
Noise Level In Quiet Room During Operation
50%
Noise Level In Drive Area During Operation
50%
5%
Overhead crane and Passenger lift +
+
+
1.7.1
Overhead service crane lift capacity
30%
Passenger Lift Capacity
30%
Local Service in Israel (experience in years)
20%
Comply to tech. Spec. & General impression Twin Spreaders
20%
Spreader dead weight
20%
Structure classification
50%
Comply to tech. Spec. & General impression
30%
1.7.2
1.7.3
1.7.4 1.8 -
+
3%
1.8.1
1.8.2
1.8.3 1.9 +
1.9.1
Camera resolution
2/7
5%
CCTV camera system
30%
P.O.B 9001, Ashdod 77191 Israel
Equipment Department – Projects section +
1.9.2
Camera degree of protection
30%
Comply to tech. Spec. & General impression
40%
1.9.3 1.10
8%
OCR system +
+
+
+
+
+
+
+
1.10.1
1.10.2
1.10.3
1.10.4
1.10.5
ACCURACY of container ID - see para.4.19.3 section B
20%
ACCURACY of ISO code - see para.4.19.3 section B
5%
ACCURACY of IMO label classification - see para.4.19.3 section B
5%
ACCURACY of seal presence - see para.4.19.3 section B
5%
ACCURACY of Yard Tractor ID - see para.4.19.3 section B
5%
Camera resolution
5%
Camera IP rating
15%
Service in Israel (experience in years)
20%
Comply to tech. Spec. & General impression
20%
1.10.6
1.10.7
1.10.8
1.10.9 1.11
4%
TPS system 1.11.1
1.11.2
Light systems design (accessibility + maintenance)
30%
Laser scanners design (accessibility + maintenance)
30%
Comply to tech. Spec. & General impression
40%
1.11.3 1.12
7%
Floodlight and general light +
+
1.12.1
1.12.2
Min, illumination in Vessel deck at 8m from centerline
30%
Min. illumination in Quay level at 20m from centerline
30%
Comply to tech. Spec. & General impression
40%
1.12.3 1.13
3/7
Lift Capacity
P.O.B 9001, Ashdod 77191 Israel
2%
Equipment Department – Projects section +
+
1.13.1
1.13.2
Capacity under the Spreader (TWIN Lift) SWL
50%
Heavy lift capacity under cargo beam at 35m outreach
50%
1.14
2%
Operating Speeds +
1.14.1
+
1.14.2
Hoist with SWL 65 Ton
50%
Trolley with 65 Ton and wind 25Kg/m²
50%
1.15
2%
Acceleration +
+
1.15.1
Hoist Accel. with SWL 65 Ton
50%
Trolley Accel. with SWL, Against 8 Kg/m² Wind
50%
1.15.2
2
Supplier - 25% 2.1
25% 40%
Evaluation of Supplier and Sub contractors 2.1.1
Proposal completeness
20%
2.1.2
Design details completeness
5%
2.1.3
+
-
-
-
2.1.4
Field examination of STS cranes
20%
Experience in erection and testing of STS cranes at a foreign country (number of cranes).
10%
2.1.5
Geographic distance
5%
Time difference
5%
2.1.6
2.1.7
Delivery Due Time
20%
Training capabilities
5%
2.1.8
4/7
P.O.B 9001, Ashdod 77191 Israel
Equipment Department – Projects section
2.1.9 2.2
+
2.2.1
Technical support- accordance to the experience of the technical engineers provided by the Proposer as specified in to the Technical Specification, Section A para 9. Past Experience in Israel Past Experience in Israel in Supplying container cranes as from date January 2000 (Quantity of 20 and more shall get 100%)
2.3
40%
100%
20%
Past Supply of STS cranes +
2.3.1
Past supply STS in the last 5 years (Quantity of 25 and more shall get 100%)
100%
Technical & Maintenance
3 3.1
50% 10%
Structure 3.1.1 3.1.2 3.1.3 3.1.4 3.1.5 3.1.6
Configuration
15%
Stability
15%
Connection between elements
15%
Materials
15%
Painting
20%
Comply to tech. Spec. & General impression
20%
3.2
5/7
10%
15%
Hoisting Systems 3.2.1
drums
5%
3.2.2
Hoisting ropes
3%
3.2.3
Motors
13%
3.2.4
Brakes
10%
3.2.5
Gear boxes
15%
3.2.6
Couplings
10%
3.2.7
Spreader cable reel
3%
3.2.8
Headblock
5%
3.2.9
Snag load
7%
3.2.10
Load measuring system
5%
3.2.11
Manufacturers
4%
3.2.12
Comply to tech. Spec. & General impression
20%
P.O.B 9001, Ashdod 77191 Israel
Equipment Department – Projects section 3.3
3.3.1
Wheels
15%
3.3.2
Motors
15%
3.3.3
Brakes
10%
3.3.4
Gear boxes
10%
3.3.5
Couplings
8%
3.3.6
Guide rollers
8%
3.3.7
Buffers
4%
3.3.8
Manufacturers
10%
3.3.9
Comply to tech. Spec. & General impression
20%
3.4
15%
Long Travel System 3.4.1
Motors
15%
3.4.2
Brakes
10%
3.4.3
Gear boxes
15%
3.4.4
Couplings
10%
3.4.5
Wheels
10%
3.4.6
Buffers
10%
3.4.7
Anti-collision systems
5%
3.4.8
Manufacturers
5%
3.4.9
Comply to tech. Spec. & General impression
3.5
6/7
15%
Trolley System
20%
30%
Electrical and Control System 3.5.1
Configuration
15%
3.5.2
Classification
15%
3.5.3
Selection of systems and components
15%
3.5.4
E-chain system
10%
3.5.5
Sensors
10%
3.5.6
MV system
15%
3.5.7
Comply to tech. Spec. & General impression
20%
P.O.B 9001, Ashdod 77191 Israel
Equipment Department – Projects section 3.6
15%
Maintenance 3.6.1
Service company and technical support.
30%
3.6.2
Accessibility
30%
3.6.3
Documentation
20%
3.6.5
Comply to tech. Spec. & General impression
20%
*(+/-): To the extent that the value provided by Proposer for the relevant parameter is higher/lower, as applicable, Parameter shall receive a higher/lower grade, as applicable.
7/7
P.O.B 9001, Ashdod 77191 Israel
APPENDIX F FORM OF COMPLIANCE WITH TECHNICAL PREREQUISITES
1
Starting as of January 1, 2005, we have supplied at least twenty (20) Ship to Shore ("STS") cranes, for the purpose of handling containers from vessels, as detailed hereinafter:
STS cranes type
Client name and contact details
Quantity Supplied
Year of supply
32 רכש מנופים לרציף-Appendix F - Compliance with Technical Prerequisites
Year of production
2
As of January 1, 2010, we have supplied at least eight (8) STS cranes, for the purpose of handling containers from vessels, with an outreach of no less than 50 meters long:
STS crane type
3
Client name and contact details
Quantity Supplied
Year of supply
Year of production
As of January 1, 2010, we have supplied at least four (4) STS cranes, for the purpose of handling containers from vessels, with an -
STS type
Outreach (in meters)
outreach of no less than 50 meters long, and with capacity of no less than 70 tons under the ropes, as detailed hereinafter:
crane Outreach details
Capacity details
Client name and contact details
32 רכש מנופים לרציף-Appendix F - Compliance with Technical Prerequisites
Quantity Supplied
Year of supply
4
As of January 1, 2010 we have supplied at least 2 (two) STS cranes, for the purpose of handling containers from vessels, which are in operation and incorporate the following features (not necessarily all the features on the same crane): -
Boom Structure - single MONOBOX girder type (Boom W.S. and L.S.). Electrical system - full AC drives system with installed capacity of min. 1500 KVA, as detailed hereinafter:
STS crane type
Feature(s) included
Client name and contact details
Signature and stamp:_________________________________ Date:______________________
32 רכש מנופים לרציף-Appendix F - Compliance with Technical Prerequisites
Quantity Supplied
Year of start of supply operation (date)
APPENDIX G CONFIRMATION OF PROPOSER'S SIGNATORY RIGHTS To: Ashdod Port Company Ltd. Ashdod Port Ashdod 77191 Israel, POB 9001 Date: ____________, 2015 Dear Sir and/or Madame: At the request of __________________________________ ("Proposer"), and in accordance with the requirements set out in Tender No. 2594/TZ/15 (the "Tender") set out by the Ashdod Port Company Ltd. ("APC"), we hereby confirm the following signatory rights. As legal counsel/CPA for the Proposer, and in accordance with the corporate documents of the Proposer and all applicable law, ______________________________________________________[full Name and title], I.D. Passport number :____________________________________ is/are empowered to sign any and all of the Tender document, including without limitation the Agreement and the Technical and Financial Proposals, and any related documentation, undertakings, and/or commitments on behalf of the Proposer, and to bind the Proposer for all intents and purposes thereunder.
Dated this ___________ day of ______________, 2015.
Signed by:
__________________________ Counsel/CPA for the Proposer
Appendix G - confirmation of signatories 32 רכש מנופים לרציף
APPENDIX H BID BOND To: Ashdod Port Company Ltd. Ashdod Port Ashdod 77191 Israel, POB 9001 (Bid Bond No. ____________)
At the request of ________________ ("Proposer") and in accordance with the requirements set out in Tender No. 2594/TZ/15 dated _______________ (the "Tender") set out by Ashdod Port Company Ltd. of Ashdod Port, Ashdod 77191, Israel ("APC"), we _____________________ [Name of Bank] (the "Guarantor") hereby irrevocably and autonomously guarantee to APC to be responsible and indemnify APC for payment by Proposer of all sums of money, losses, damages, costs, charges and expenses that may become due or payable to APC, by or from the Proposer by reason or in consequence of the default of the Proposer in performance, execution or perseverance of its said obligations under the Tender, but so nevertheless that the total amount to be determined or regarded or collected by APC of or from us immediately upon the demand of APC shall not exceed the sum of 1,500,000 Euro. For the purpose of collecting any amount under this Guarantee, APC shall not have to produce any judgment or any other judicial document, nor shall it have to prove any breach, failure or non-compliance on the part of the Proposer or on the part of any person acting for the Proposer or on its behalf or in its name or any other person, and a written demand from APC, posted by Air Mail to the Guarantor's address set forth below authenticated by APC's bankers by authenticated swift or sent to us by authenticated swift by APC's bankers who will quote APC's demand and confirm the signatures authenticity, or as otherwise advised by and between the parties hereto, shall be sufficient for all purposes of this Guarantee, and specifically shall be sufficient to collect any sum(s) under this Guarantee from the Guarantor immediately upon demand by APC. The form of demand shall be substantially similar to the following form: "Pursuant to the Guarantee issued by you on _____________, you are hereby instructed to pay immediately to Ashdod Port Company Ltd., the sum of __________ to account number ________________ at _____________________ [Name of Bank]. ________________________ APC authorized signatory" Except for the demand specified above, no other documents or other action shall be required, notwithstanding any applicable law or regulation.
ערבות הצעה32 מכרז מנופים רציף-Appendix H- Form of Bid Bond
Neither Guarantor nor APC shall, without express prior written consent of the other party, assign to any third party this Guarantee or any part thereof, or any right, benefit, obligation or interest therein or thereunder. No action, event or condition, which by any applicable law should operate to discharge the Guarantor from any liability hereunder and the Guarantor hereby waives any right it may have to apply such law, so that in all respects its liability hereunder shall be irrevocable and, except as stated herein, unconditional in all respects until the time and date of expiration of the Guarantee set forth below. This Guarantee shall remain in force until ___________ (date) ________[6 months from Stage Two Deadline]. Any demand received by the Guarantor no later than 17:00 p.m. on said date shall be construed as valid under this Guarantee. This Guarantee shall be governed by and interpreted in accordance the laws of the State of Israel. All matters in dispute shall be referred to the competent court located in Tel Aviv, Israel, and the competent Israeli courts shall have sole and exclusive jurisdiction in all matters arising therefrom. Dated this ___________ day of ______________, 2015. Signed by: ____________________________ An authorized signatory for and on behalf of the Guarantor
Address of Bank: _____________________________
ערבות הצעה32 מכרז מנופים רציף-Appendix H- Form of Bid Bond
Appendix I Tender no._ 2594/TZ/15 for the Design, Fabrication, Supply, Delivery, Erection, Commissioning, Testing and Warranting of Ship to Shore Cranes, Additional Services and Spare Parts for Ashdod Port Company LTD.
This form, has to be filled out, duly signed and submitted by each Proponent together with the Proponent's Technical Proposal in response to the Tender referred to below. Failure to comply with this requirement may disqualify the Proponent's Proposal. The Proponent shall be referred to herein as the "Supplier". Appendix I to the IFP to Tender no. 2594/TZ/15, issued by Ashdod Port Company LTD. (hereinafter referred to as the “Buyer”) dated
for the Design, Fabrication, Supply,
Delivery, Erection, Commissioning, Testing and Warranting of Ship to Shore Cranes, Additional Services and Spare Parts.
Foreign Supplier’s Industrial Cooperation Undertaking As per the Mandatory Tenders Regulations (Mandatory Industrial Cooperation), 5767-2007 (hereinafter the “Regulations”)
We, (name of Supplier) having offices at (full address) Commit to the State of Israel that in the event of winning the above mentioned Tender (hereinafter referred to as the "Tender”), we shall put into practice Industrial Cooperation in Israel, in accordance with the outlined below: 1. We are aware of the fact that this Industrial Cooperation Undertaking is provided pursuant to the Regulations and that the terms used herein shall have the same meanings as ascribed to them in the Regulations. 2. The extent of Industrial Cooperation that shall be carried out by us, shall equal at least 35% (for suppliers of non-excluded products from GPA member states, the extent of industrial cooperation is 20%), of the value of the Contract or of the Transaction, that will be concluded with us, in the event of winning this tender in whole or in part. With respect to the foregoing, the value of the Contract or Transaction shall also include the following: (i) the exercise of any option related thereto; (ii) any follow-on procurement in excess of USD 500,000 that is made within a period of five years from the date of the original contract and (iii) any acquisition of spare parts, training activities, maintenance, technical assistance, guarantees etc. that will be procured from us, in connection with the main services and/or products acquired from us, within the framework of the Tender. 3. We are aware that our Industrial Cooperation Undertaking may be fulfilled by using any of the following means: local subcontracting, investments, Know-How transfer, R&D, acquisition of
Israeli products, work or services, or by any other means if written approved in advance by the Industrial Cooperation Authority (“ICA”), but excluding those listed in clause 10 bellow. 4. (a) Within the framework of our Industrial Cooperation Undertaking we commit to carry out Local Subcontracting in a value not less than 20 % of the Contract/Transaction value and additionally, carry out Industrial Cooperation in one or more of the other ways set forth in clause 3 above, in a value not less than 15 or 0 % (subject to the rule outlined in clause 2 above) of the contract/transaction value. (b) We are aware that once we’ve committed to carry out Local Subcontracting in the value outlined above, at the end of work done, we’ll have to provide the Buyer and the ICA with a signed by a CPA report, indicating the value and nature of Local Subcontracting actually materialized. 5. We are aware of that in accordance with the provisions of the Tender, we are required to provide in conjunction with our price proposal and this duly signed undertaking form, a detailed fulfillment program with respect to our Industrial Cooperation Undertaking, in the event that we win the Tender, as further described below in clause 11. Failure to provide the fulfillment program as required will disqualify our bid. 6. We are aware that if we win the Tender, the ICA will be in charge on behalf of the Government of Israel with the appraisal, classification and monitoring of the hereby attached fulfillment program. 7. Our Industrial Cooperation Undertaking shall be carried out within 3 (three) years as of the effective date of the Contract/Transaction the subject of the Tender. The ICA may upon request, approve an extended period of time for the fulfillment of our Industrial Cooperation Undertaking, considering the nature of Industrial Cooperation to be implemented or the complexity of the contract/transaction. In any case, our undertaking for Industrial Cooperation remains in force until completed. 8. The records of ICA pertaining to the execution of our Industrial Cooperation Undertaking shall be prima facie evidence in any matter relevant to the fulfillment of this requirement in the Tender. 9. We are aware that in order to value the extent of Industrial Cooperation activities carried out by us pursuant to this Industrial Cooperation Undertaking the following rules shall apply: (a)New or incremental procurement by the Supplier of Israeli products or services, compared to the Supplier’s average extent of procurements carried out in the last 3 (three) years, or the award of orders for local subcontracting, both comprising a level of Israeli added value of at least 35 (thirty five)%, shall result in Industrial Cooperation credits in a value of 100 (one hundred)% of the business deal nominal price. (b) In some instances, subject to the rules to be published and on a case by case basis, the ICA will be entitled to grant credits exceeding 100 (one hundred)% of the business deal price, by virtue of Industrial Cooperation activities of a unique nature, or activities implemented with preferred industry sectors and regions. 10. Furthermore we are aware that: (a) Any grant that was provided by the Government of Israel as part of a plan for an investment, acquisition or funding of a R&D project shall not be taken into account for the purpose of calculating our Industrial Cooperation Undertaking. (b) Expenditures such as: agent commissions, personnel expenses, office expenses and other expenses that were incurred for the purpose of promoting our sales in Israel, as well as Government Of Israel Furnished Equipment (hereinafter the "GOIFE"), shall not be recognized as Industrial Cooperation activities.
(c) Purchase of shares of Israeli companies to which the Securities Law 5728-1968 applies, to the extent in which the purchaser is not deemed to be “a party with an interest” as defined in the said Law, will not be considered as Industrial Cooperation. (d) Any activity of ours with the Israeli industry that was carried out prior to being awarded with the Buyer’s contract shall not be eligible for crediting purposes. (e) Any Industrial Cooperation activity to be carried out by us which is not part of our fulfillment program will be subject to ICA’s prior approval. (f) Activities of the Supplier with Israeli industry due to which credits are to be requested, but at the same time are to incur offset/Industrial Cooperation obligations on the Israeli industry, will be subject to the ICA's earlier written approval on a case by case basis, otherwise, same activities shall not be eligible for crediting purposes. g) The ICA shall be entitled, in the event that the Supplier failed to fulfill its obligations as defined in this Industrial Cooperation Undertaking, after having given the Supplier the opportunity to voice its claims to the ICA, to determine, with the consent of the Accountant General of the Ministry of Finance and in consultation with the Minister that it believes is connected with the matter, to determine that the Supplier did not comply with its Industrial Cooperation Undertaking , and that the Supplier shall not be entitled to engage in supply contracts with a Government Entity for a period that shall not exceed 5 (five) years. 11. Aimed at demonstrating our serious intentions regarding the fulfillment of our Industrial Cooperation Undertaking, we commit to take the following steps: (a) To furnish along with the submission of our bid or price proposal (the latest between the two), a fulfillment program for our Industrial Cooperation Undertaking, if we win the above mentioned Tender. We will use Appendix J to specify the program including as many details as possible of subjects for Industrial Cooperation with the Israeli industry, implementation mile stones and time frame of completion, having regard to activities as outlined in clause 3 above. (b) Part of that program will be the appointment and written notification of a competent person to act as our Industrial Cooperation Coordinator (ICC), who will be responsible on our behalf for the fulfillment of this Industrial Cooperation Undertaking, for managing the activities in this regard and serve as our contact with the ICA, with the Israeli industry and other business entities. The appointee’s name and position in our organization and all other complementary information will be fully outlined in the program submitted. In case the ICC is replaced at any time in the future, we are committed to notify the ICA within 72 hours from the time the replacement took place. (c) To take all conventional measures, including the use of consultation services, conducting a professional survey in Israel, visiting business entities in Israel and vice versa, or any other means aimed at the examination of business feasibilities in Israel. (d) Once every year (on January 31) and until our undertaking is fully satisfied, we shall furnish the ICA with written - in a format to be set by the ICA - reports, having regard to the fulfillment of our Industrial Cooperation Undertaking for Industrial Cooperation, which will include the following data: (1) Full identifying details of orders for Israeli products, work and services, local Subcontracts, investments or any other Industrial Cooperation activities carried out during the reporting period, subject to the rules set forth in clause 9 above. (2) Any additional information that might be required by the ICA, regarding activities we’ve carried out aimed at the fulfillment of our undertaking. Non compliance with any of the requirements outlined in clause 11 will be deemed as a violation of our undertaking.
12. All communications on our behalf having regard to the fulfillment of this Industrial Cooperation Undertaking will be sent to the ICA at the following address: Industrial Cooperation Authority Ministry of Economy 86 Menachem Begin Rd.,
P.O. Box 36049 Tel Aviv 67138, Israel. Tel: +(972) 3 7247514 Fax: +(972) 3 7347639 and additionally, for U.S. and Canadian companies: Government of Israel Economic Mission - US Director ICA 800 Second Ave. 17th Floor, New York, NY 10017, U.S.A. Tel: (212) 499 5741, Fax: (212) 499 5745 Signature of an authorized officer on behalf of the Supplier: If the bid is submitted by an importer and/or a leasing services provider, this document should be signed by an authorized officer on behalf of the foreign manufacturer of the goods or services to be supplied pursuant to the a.m. tender. Name:
Title:
Phone No.:
Fax No:
Signature:
Date:
Email:
Web Site: 1/9/2014
Appendix J- Form of Fulfillment Program Tender no. 2594/TZ/15 for the Design, Fabrication, Supply, Delivery, Erection, Commissioning, Testing and Warranting of Ship to Shore Cranes, Additional Services and Spare Parts for Ashdod Port Company LTD. to be submitted as part of the Financial Proposal, as instructed by the APC and according to Sections 3.4.2 and 4.3.3.6 to the IFP.
Industrial Cooperation Undertaking Related to Tender No. 2594/TZ/15 Issued by Ashdod Port Company Ltd. Dated ………………………. Pursuant to clause 11(a) of the a.m. document, we (full company name) ………………… ……………..…….……..……………………………, hereby submit our Fulfillment Program, that will serve as our initial draft, aimed at the satisfaction of our a.m. undertaking, as follows: 1. In accordance with clause 3 of our undertaking in Appendix I, our fulfillment activities will be in the fields of one or more of the following Industrial Cooperation Categories: Local Subcontracting
R&D Orders
Investments
Acquisition of Israeli Products, Work or Services
Know-How transfer
Other ….…………………………………..
2. Anticipated / Approximate dates of the following mile stones implementation: a. Conducting an Israeli industry survey: ……………………………………. b. Projects and partners selection: …………………………..……………….. c. Starting date of IC activities implementation: ……………………………... d. Full program accomplishment: ……………………………………………..
3. Following is our prospective Fulfillment Program.
Industrial Cooperation Category
Transaction Description
Estimated Timeframe Start Date
Due Date
Names of Israeli Entities Involved
Transaction Value
Israeli entity’s Contact Person info.
Total Fulfillment Value (Additional records, should be registered in the same matrix format). 4. Following is the info of our Industrial Cooperation Coordinator (ICC)
I.C.C. Name: ………………………………….Title:…………………………………….. Full address:……………………………………………………………………………..… Tel. no…………………………………… Fax no.:………………………………………. Cell.:…………………………………. EMail:………………………………………………
Signature of an authorized officer on behalf of the Supplier Name: …………………………………
Title: ………………………………………………
Signature: ……………………………..
Date: ……………………………………………
Note: For further clarifications or assistance in filling out this document, feel free to contact the corresponding ICA representative, to be found at: www.ica.gov.il
Appendix KTender no. 2594/TZ/15 for the Design, Fabrication, Supply, Delivery, Erection, Commissioning, Testing and Warranting of Ship to Shore Cranes, Additional Services and Spare Parts for Ashdod Port Company LTD. Israeli Legislation Guidelines for Industrial Cooperation in Israel Israel’s Parliamentary Constitution and Law Committee has approved additional amendments to the Mandatory Industrial Cooperation regulation. The amendments bring into force changes recommended by the Industrial Cooperation Authority (ICA), which implements policy on behalf of the Ministry of Economy. The new rules impose a mandatory requirement for The State, Government Corporations and Public Agencies (hereinafter referred to as Government Buyers) to ask for Industrial Cooperation when their purchase of foreign goods or services exceeds the threshold amount equivalent to 5 Million USD. It also binds health sector institutions to the mandatory policy. Legislation in that regard is in process, aimed at including Municipal Authorities to comply with this requirement as well. This will affect, for instance, contracts for sewage treatment projects, water treatment, power systems, etc. The regulations distinguish between defence related purchases and civil purchases. The former, except when acquisitions are made under the FMF program, require a 50 percent Industrial Cooperation undertaking. Civil acquisitions require an undertaking of 20 percent from Foreign Suppliers in countries which are parties to the Government Procurement Agreement (GPA), and 35 percent from all the rest. Foreign Suppliers may contact the ICA regarding any subject related directly or indirectly to their Industrial Cooperation Undertaking or fulfilment activity. Assistance will be provided to potential and existing obligors in identifying and locating suitable Israeli manufacturers and partners for joint ventures, outsourcing, R&D, and other modes of cooperation and strategic partnerships with Israeli industry. All ICA support, assistance and services are provided on a complimentary basis. The ICA will:· · · · ·
Provide information about Israeli industry. Conduct surveys related to Israeli industry. Co-ordinate visits by representatives of Israeli industry to foreign companies. Co-ordinate visits by representatives of foreign companies to Israel in order to survey local industry. Organise conferences between foreign companies and Israeli industry.
Objectives: Long-term cooperation leading to the competitive production of Israeli products. The goal is to develop new markets for high quality goods and to create a framework for bilateral or multilateral industrial and trade cooperation between the foreign company or its subsidiaries, and Israeli industry. In addition to direct R&D grants for industry, emphasis is placed upon regional job creation. · · ·
The encouragement of international co-operation in industrial R&D The encouragement of technological entrepreneurship The development of future technologies by means of increasing the academic-industrial interaction and cooperation. The Meaning of ‘Industrial Cooperation’: Industrial cooperation can be carried out by means of local sub-contracting, investment, R&D, technology transfer, work placed in Israel, the purchase of Israeli-made goods, or otherwise as agreed upon with the ICA. Threshold: Mandatory Industrial Cooperation is required in all Government Buyers' acquisitions the value of which exceed 5 Million USD, as well as in any follow-on procurement the value of which exceeds 500,000 USD, within five years as of the date of the original contract. Subcontracting Requirement: Unless otherwise agreed with the ICA, a minimum of 20 percent local sub-contracting related to the project/product purchased from a foreign company is required for fulfilling the obligor’s Industrial Cooperation Undertaking. Quota: The regulation distinguishes between ‘defence and security’ purchases, and acquisitions for the civil sector. 1.
Defence and security purchases require an undertaking of at least 50 percent of the foreign content value.
2.
Civil procurements from countries that are signatories to the Government Procurements Agreement (GPA) of the WTO will be subject to a requirement of 20 percent of the foreign content value.
3.
Civil purchases from non-GPA countries are subject to Industrial Cooperation amounting 35 percent of foreign content value.
Multipliers: Multipliers will encourage buy-back programs involving industries in the Galilee, and the Negev, areas targeted for employment and regeneration. The incentive will be offered to defence and to civil contractors. Multipliers are to be granted on a case by case basis. Penalties: There are no penalty provisions for non-compliance. However, the ICA shall be entitled, after having given the Foreign Supplier the opportunity to voice its claims to the ICA, to determine, with the consent of the Accountant General of the Ministry of Finance and in consultation with the relevant Minister involved in this matter, that a Foreign Supplier that did not comply with its Industrial Cooperation Undertaking pursuant to these regulations, shall not be entitled to engage in supply contracts with any Government Buyer for a period that shall not exceed five years.
Government agencies issuing civil sector tenders that fail to comply with the requirement to ask for industrial cooperation in their tender documents will have their tenders suspended until compliance is reached. Fulfilment Period: To be negotiated case-by-case but in general an undertaking should be implemented within the validity period of the supply contract. The ICA may extend the fulfilment period if there are complexities involved. Pre-performance Offset - the Umbrella Industrial Co-operation Agreement (UICA) – and Credit Banking: An Umbrella Industrial Co-operation Agreement (UICA) is an agreement between the ICA and a Foreign Supplier to any Israeli Government Buyer, which covers Industrial Co-operation Undertakings related to its sales during a defined period of time. The purpose is to encourage significant pre-performance activity, and the accumulation of credits. Credits may be banked, usually for not less than five years, and may be used to cover obligations incurred by the Foreign Supplier within the validity period of the UICA. This type of agreement may be advantageous to both parties because: § Negotiations regarding Industrial Cooperation Undertakings occur only once. Since all the procurements by the Government of Israel are covered by the UICA, any subsequent negotiation concerning each purchase is unnecessary. § The supplier’s surplus industrial cooperation activities in Israel are maintained in its account and will serve to cover obligations resulting from its future sales in Israel. § The supplier’s corporate divisions, as well as its subsidiaries, may also (to an agreed extent) take part in the fulfilment of the obligations stemming from the UICA. § The agreement is brought to the attention of all potential Israeli Government Buyers. Procedure: The bidding Foreign Supplier is required to include, as an integral part of its bid, a signed undertaking to implement an Industrial Cooperation Program with Israeli industry. An Industrial Cooperation Undertaking form is to be submitted to each bidder by the Government Buyer as part of the tender or RFP documents. The entity issuing the tender, in agreement with the ICA, may to a certain point alter the undertaking form. The undertaking must be signed and executed by the manufacturer of the goods offered and will become an integral part of the proposal. Government Buyers are obliged by the "Tenders Law Regulations" to obtain the ICA's approval regarding the Foreign Supplier's Industrial Cooperation Undertaking prior to signing any supply contract exceeding the threshold of 5 Million USD. The ICA will grant its approval after reviewing the undertaking document and ensuring its full compliance with the Regulations. The responsibility for obtaining a formal Industrial Cooperation Undertaking signed by the Foreign Supplier lies with the relevant Government Buyer's purchasing department. Once the undertaking is signed, the responsibility for communicating with the Foreign Supplier and monitoring its fulfilment will be ICA's. The ICA will receive the Foreign Supplier's periodical progress reports and keep the relevant departments updated concerning any developments related to the fulfilment of its undertaking.
ASHDOD PORT COMPANY LTD
Appendix L – Technical Information List Technical Proposal for Tender No. 2594/TZ/15 1.
Detailed technical specification of the STS Crane, its systems and components (structure, mechanisms and electrical systems) as applicable.
2.
Proposed project schedule (in weeks).
3.
Arrangement drawings, showing dimensions, major components and mechanisms: 3.1
General arrangement drawing.
3.2
Machinery room layout.
3.3
Electrical room layout and HV compartment layout.
3.4
Hoist system arrangement.
3.5
Boom hoist system arrangement.
3.6
Trolley system arrangement.
3.7
Travelling system arrangement.
3.8
Operator and controller's cabin general arrangement
3.9
Snag System arrangement
3.10
Trim, List, Skew arrangement
3.11
Anti-Sway system description
3.12
Automation features description
4.
Electrical one line diagram.
5.
Hydraulic system schematics, if applicable.
6.
Filled out data sheets (Appendix A, Sections D1 and D2). Data sheets to be submitted in a hard copy and on CD. Only the hard copy is binding.
7.
Technical data sheets or catalogs for the main components, marked by a Dollar sign ($) on the data sheet (Appendix A, Section D1).
8.
Area requirements for the erection and testing.
9.
Description of the erection procedure.
10.
Works, services, materials, etc. required to be provided by APC.
)3( 32 רכש מנופים לרציף-Appendix L -Technical Information List
