ADDENDUM, 1 · 2018-10-07 · อนุญาตให้ใช้เครื่องวิทยุคมนาคมรายอื่น เพื่อป้องกันและแก้ไขปัญหารบกวนระหว่าง

โครงการรถไฟความเร็วสูงเชื่อมสามสนามบิน ADDENDUM, 1st Batch

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สารบัญ

หน้า

1. VOLUME 1 : INSTRUCTION TO TENDERERS 1/64

2. VOLUME 2 : SRT’S REQUIREMENTS 1/1

VOLUME 2/1 : THE RAIL-RELATED WORKS OF THE PROJECT

PHASE 1 : DESIGN-BUILD



PHASE 2 : OPERATION-MAINTENANCE

PART 1 : OPERATION-MAINTENANCE SPECIFICATIONS




PART 2 : OPERATION CONCEPTS

5. VOLUME 3 : OUTLINE SPECIFICATIONS 1/22


PART 1 : OUTLINE DESIGN SPECIFICATIONS

: CIVIL WORKS & BUILDING SERVICES


VOLUME 3/1 : THE RAIL RELATED WORKS OF THE PROJECT

PART 2 : OUTLINE CONSTRUCTION SPECIFITIONS

BOOK 1/2 : CIVIL WORKS


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สารบัญ

หน้า 7. VOLUME 3 : OUTLINE SPECIFICATIONS 1/2



BOOK 2/2 : BUILDING SERVICES



PART 3 : OUTLINE SPECIFICATIONS FOR RAILWAY SYSTEMS

1. VOLUME 1 : INSTRUCTION TO TENDERERS


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VOLUME 1 : INSTRUCTION TO TENDERERS

ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ ฉบับภำษำไทย

1 19/95 4.3 (3) ความเปน็ไปได้ทางเทคโนโลยี

เพิ่มเติม “(จ) ผู้รับใบอนุญาตให้ใช้คลื่นความถี่ หรือผู้ได้รับจัดสรรคลื่นความถี่ของโครงการฯ ต้องประสานงานกับผู้ที่ได้รับใบอนุญาตให้ใช้คลื่นความถี่รายอื่น หรือ ผู้ได้รับจัดสรรคลื่นความถี่รายอ่ืน หรือ ผู้ได้รับอนุญาตให้ตั้งสถานีวิทยุคมนาคมรายอื่น หรือ ผู้ได้รับอนุญาตให้ใช้เครื่องวิทยุคมนาคมรายอ่ืน เพื่อป้องกันและแก้ไขปัญหารบกวนระหว่างระบบ”

2 34/95 “6.2 (1) (จ) ความพร้อมของบันไดเลื่อน (Escalator Availability) ต้องไม่น้อยกว่าร้อยละ 98 (เก้าสิบแปด)”

ให้ใช้ “6.2 (1) (จ) ความพร้อมของบันไดเลื่อน (Escalator Availability) ต้องไม่น้อยกวา่ร้อยละ 98.5 (เก้าสิบแปดจุดห้า)”

3 35/95 “2) ความสะดวกสบายของผู้โดยสารที่สถานี ก) ...... ข) การรอคิวเพื่อเข้า-ออก จากบริเวณชานชาลาต้องไม่มากกว่า 2 (สอง) นาที”

เพิ่มเติม “2) ความสะดวกสบายของผู้โดยสารที่สถานี ก) ...... ข) การรอคิวเพื่อเข้า-ออก จากบริเวณชานชาลาและบริเวณที่จ่ายค่าโดยสารแล้วต้องไม่มากกว่า 2 (สอง) นาที”

4 52/95 “34.1 ผู้ยื่นข้อเสนอต้องยื่นหนังสือมอบอ านาจ หลักประกันซอง และหลักฐานการซื้อเอกสารการคัดเลือกเอกชน ...”

เพิ่มเติม “34.1 ผู้ยื่นข้อเสนอต้องยื่นหนังสือมอบอ านาจ หลักประกันซอง และส าเนาหลักฐานการซื้อเอกสารการคัดเลือกเอกชน ...”

5 52/95 “ข้อ 34. เอกสารที่ ป ระกอบกัน เป็นเอกสารข้อเสนอ”

เพิ่มเติม “34.1 (3) ส าเนาหลักฐานการซื้อเอกสารการคัดเลือกเอกชน”

6 53/95 “6) หนังสือรับประกันการด าเนินโครงการของนิติบุคคลเฉพาะกิจ ตามภาคผนวก 13 (แบบฟอร์มหนังสือรับประกัน) ซึ่งมีการลง

ไม่ใช ้


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ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ นามโดยผู้ยื่นข้อเสนอตามหลักเกณฑ์ที่ก าหนดไว้ในข้อ 57”

7 53/95 ก) เอกสารข้อเสนอด้านคุณสมบัติ

เพิ่มเติม “9) ตารางการยืนยันการปฎิบัติ ตามข้อก าหนด (Compliance Matrix) ตามภาคผนวก 32 (ตารางการยืนยันการปฎิบัติตามข้อก าหนด – Compliance Matrix)”

8 54/95 “ข้อ 34.2 (1) (ก) 6)” ไม่ใช้ 9 73/95 “Appendix 13” ไม่ใช้ 10 74/95

“ข้อความในหน้า 74/95 ข้อ 2) รูปแบบการพัฒนาโครงการ”

แทนที่ด้วย “2) รูปแบบการพัฒนาโครงการ

ผู้ยื่นข้อเสนอต้องแสดงรูปแบบการพัฒนาพื้นที่เพื่อสนับสนุนบริการรถไฟของโครงการฯ บริเวณสถานีแอร์พอร์ต เรลลิงก์มักกะสันและสถานีศรีราชา โดยต้องมีองค์ประกอบไม่น้อยกว่าที่ก าหนดไว้ในผลผลิตที่เอกชนต้องส่งมอบ (Output Specifications) และมีรายละเอียดตามรายการ ดังนี้ ก) รูปแบบสถาปัตยกรรมและภูมิ

สถาปัตยกรรม ได้แก่ การจัดวางพื้นที่สีเขียว การสร้างและจัดวางจุ ด ดึ ง ดู ดที่ เ ป็ น จุ ด เ ด่ น ขอ งโ ค ร ง ก า ร ( Attraction) ล า นกิจกรรมภายในและภายนอกอาคาร สถาปัตยกรรมของอาคารและสิ่งปลูกสร้างต่างๆต้องแสดงให้ครบทุกรายการดังกล่าวขนาดไม่น้อยกว่า A1 รวมทุกรายการจ านวน 4 แผ่น ดังนี้ 1) รูปด้าน (แสดงต าแหน่งประตู

ทางเข้ า -ออกของอาคาร ช่องทางระบายลม เป็นต้น)


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ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ 2) รูปตัดตามยาว (แสดงจ านวน

ชั้นของอาคารแต่ละหลั ง และส่วนที่อยู่ใต้ดินหรือพ้นดิน ความเชื่อมโยงกับสถานี/ถนนยกระดับ(ถ้ามี) เป็นต้น)

3) รู ปตั ดตามขวาง ( แสดงจ านวนชั้นของอาคารแต่ละหลัง และส่วนที่อยู่ใต้ดินหรือพ้นดิน ความเชื่อมโยงกับสถานี/ถนนยกระดับ(ถ้ามี) เป็นต้น)

4) ทัศนียภาพ แสดงภาพรวมการพัฒนาโครงการเมื่อแล้วเสร็จโดยสมบูรณ์

ข) การออกแบบอารยสถาปัตย์ (Universal Design) ผู้ยื่นข้อเสนอต้ องแสดง ใ ห้ เ ห็ นความ เป็ นอารยสถาปัตย์ของการพัฒนาพื้นที่เพื่อสนับสนุนบริการรถไฟของโครงการฯ ขนาดไม่น้อยกว่ากระดาษ A1 จ านวน 1 (หนึ่ง) แผ่น

ค) การพัฒนาตามหลักการ Transit-Oriented Development (TOD) ผู้ยื่นข้อเสนอต้องแสดงให้เห็นการน าหลักการ TOD มาประยุกต์ใช้ในการพัฒนาพื้นที่เพื่อสนับสนุนบริการรถไฟของโครงการฯ ขนาดไม่น้อยกว่ากระดาษ A1 จ านวน 1 (หนึ่ง) แผ่น

ง) การพัฒนาตามแนวคิ ดเมื องอั จ ฉ ริ ย ะ ( Smart City) ผู้ ยื่ นข้อเสนอต้องแสดงให้เห็นการน าหลั ก ก า ร เ มื อ ง อั จ ฉ ริ ย ะ ม าประยุกต์ใช้ในการพัฒนาพื้นที่เพื่อ


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ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ สนั บสนุ นบริ ก า รรถ ไฟของโครงการฯ ขนาดไม่น้อยกว่ ากระดาษ A1 จ านวน 1 (หนึ่ง) แผ่น

จ) การพัฒนาพื้นที่มักกะสันให้เป็นศูนย์กลางเชื่อมโยงระหว่างพื้นที่กรุงเทพมหานครกับเขตพัฒนาพิเศษภาคตะวันออก โดยผู้ยื่นข้อเสนอต้องแสดงให้เห็นชัดเจนและเข้าใจได้ง่ายว่าการพัฒนาพื้ นที่ มั กกะสั นสามา รถ เป็ นศูนย์กลางเชื่อมโยงระหว่างพื้นที่กรุงเทพมหานครกับเขตพัฒนาพิเศษภาคตะวันออก ขนาดไม่น้อยกว่ากระดาษ A1 จ านวน 1 (หนึ่ง) แผ่น

ฉ) การจัดล าดับพัฒนาโครงการ ( Phasing) โ ด ย แ ส ด ง ข น า ด แนวคิดในการพัฒนาธุรกิจ และต าแหน่งทางการตลาด (Market Positioning) ของแต่ละล าดับการพัฒนาโครงการ โดยผู้ยื่นข้อเสนอต้องแสดงการจัดล าดับการพัฒนาโครงการของอาคารและสิ่งปลูกสร้างที่เก่ียวข้อง โดยต้องก าหนดขนาดธุรกิจ แนวคิดในการพัฒนาธุรกิจ และต าแหน่งทางการตลาด (Market Positioning) แยกตามประเภทธุรกิจหรือกิจกรรมของแต่ละล าดับการพัฒนาโครงการ ขนาดไม่น้อยกว่ากระดาษ A1 จ านวน 1 (หนึ่ง) แผ่น”

11 76/95 “5) แผนบุคลากร และโครงสร้างการ

บริหาร (Organization Chart) เพื่อ

ปรับเป็น “ข) แผนบุคลากร และโครงสร้างการ

บริหาร (Organization Chart) เพื่อ


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ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ การด าเนินงานพัฒนาพื้นที่ โดยแผนบุคลากรต้องระบุชื่อและประวัติการท างานของบุคลากรที่มีคุณสมบัติเหมาะสมกับกิจการและกิจกรรมของอ า ค า ร แ ล ะ สิ่ ง ป ลู ก ส ร้ า ง ที่ จ ะด าเนินการของแต่ละสถานีโดยท าการวิเคราะห์และการบริหารจัดการความเสี่ยงที่เกี่ยวข้องกับการใช้ประโยชน์พื้นที่มักกะสันและพื้นที่ศรีราชา ให้แสดงผลการวิเคราะห์แต่ละสถานีแยกจากกัน โดยแต่ละสถานีต้องแสดงทุกรายการ ขนาดไม่น้อยกว่ากระดาษ A1 รวมจ านวน 2 (สอง) แผ่น”

“6) การวิเคราะห์และการบริหารจัดการ

ความเสี่ยง ประกอบด้วย ก) การวิเคราะห์ความเสี่ยง อย่างน้อย

ประกอบด้วย ความเสี่ยงทางธุรกิจ (Business Risk) และความเสี่ยงด้ า น ก า ลั ง ซื้ อ ( Purchasing Power)

ข) การบริหารจัดการความเสี่ยง”

การด าเนินงานพัฒนาพื้นที่ โดยแผนบุคลากรต้องระบุชื่อและประวัติการท างานของบุคลากรที่มีคุณสมบัติเหมาะสมกับกิจการและกิจกรรมของอ า ค า ร แ ล ะ สิ่ ง ป ลู ก ส ร้ า ง ที่ จ ะด าเนินการของแต่ละสถานีโดยท าการวิเคราะห์และการบริหารจัดการความเสี่ยงที่เกี่ยวข้องกับการใช้ประโยชน์พื้นที่มักกะสันและพื้นที่ศรีราชา ให้แสดงผลการวิเคราะห์แต่ละสถานีแยกจากกัน โดยแต่ละสถานีต้องแสดงทุกรายการ ขนาดไม่น้อยกว่ากระดาษ A1 รวมจ านวน 2 (สอง) แผ่น”

ปรับเป็น 5) การวิเคราะห์และการบริหารจัดการ

ความเสี่ยง ประกอบด้วย ก) การวิเคราะห์ความเสี่ยง อย่างน้อย

ประกอบด้วย ความเสี่ยงทางธุรกิจ (Business Risk) และความเสี่ยงด้ า น ก า ลั ง ซื้ อ ( Purchasing Power)

ข) การบริหารจัดการความเสี่ยง” 12 86/95

“49.4 1) คณะกรรมการคัดเลือกและ/หรือบุคคลที่คณะกรรมการคัดเลือกมอบหมาย จะเปิดซองที่ไม่ปิดผนึกของผู้ยื่นข้อเสนอในวันอังคารที่ 13 พฤศจิกายน พ.ศ. 2561 เวลา 10.00 น. ณ ห้องที่รับข้อเสนอ โดยจะเปิดซองต่อหน้าผู้ยื่ นข้อเสนอหรือตัวแทนของผู้ ยื่ นข้อเสนอ ทั้ งนี้ ผู้ ยื่ นข้อเสนอหรือผู้แทนที่ได้รับมอบอานาจจากผู้ยื่นข้อเสนอทุกรายสามารถเข้าร่วมการเปิดซองได้”

แทนที่ด้วย “49.4 1) คณะกรรมการคัดเลือกและ/หรือบุคคลที่คณะกรรมการคัดเลือกมอบหมาย จะเปิดซองที่ไม่ปิดผนึกของผู้ยื่นข้อเสนอในวันจันทร์ที่ 12 พฤศจิกายน พ.ศ. 2561 ห้องที่รับข้อเสนอ โดยจะเปิดซองต่อหน้าผู้ยื่นข้อเสนอหรือตัวแทนของผู้ยื่นข้อเสนอ”


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ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ 13 93/95

ข้อ 59. การจัดตั้งนิติบุคคลใหม่ เพิ่มเติมที่วรรคสุดท้าย “หนังสือรับประกันการด าเนินโครงการของนิติบุคคลเฉพาะกิจ ตามภาคผนวก 13 (แบบฟอร์มหนังสือรับประกัน) ซึ่งมีก า ร ล ง น า ม โ ด ย ผู้ ยื่ น ข้ อ เ ส น อต า มหลักเกณฑ์ที่ก าหนดไว้ในข้อ 57”

14 ภาคผนวก 2 “หมายเหตุ 1-4”

แทนที่ด้วย “หมายเหตุ 1-3”

15 ภาคผนวก 6-2 ยกเลิก แทนที่ด้วย ตามรายละเอียดในเอกสารแนบ 1 16 ภาคผนวก 6-3 ยกเลิก แทนที่ด้วย ตามรายละเอียดในเอกสารแนบ 2 17 ภาคผนวก 18-0

รายการของเอกสารที่บรรจุในซองไม่ปิดผนึก เพิ่มเติม “4. ส าเนาหลักฐานการซื้อเอกสารการคัดเลือกเอกชน ทั้งหมด ....... หน้า”

18 ภาคผนวก 18-1 รายการของเอกสารที่บรรจุในซองปิดผนึก : ซองที่ 1

เพิ่มเติม “15. ตารางการยืนยันการปฎิบัติตามข้อก าหนด (Compliance Matrix) ตามภาคผนวก 32 (ตารางการยืนยันการปฎิบัติตามข้อก าหนด – Compliance Matrix) ทั้งหมด ...... หน้า”

19 ภาคผนวก 32 ตารางการยนืยันการปฎิบัติตามข้อก าหนด (Compliance Matrix)

เพิ่มเติม “ภาคผนวก 32 (ตารางการยืนยันการปฎิบัติตามข้อก าหนด – Compliance Matrix)” ตามรายละเอียดในเอกสารแนบ 3

ฉบับภำษำอังกฤษ 1 33/101

“Service Hours: ARL and ARL Extension 05:00 – 23.30 Hrs.”

แทนที่ด้วย “Service Hours: ARL and ARL Extension 05:00 – 24.00 Hrs.”

38/101 “6.2 The Level of Service to be delivered by the Private Sector (1) The Rail-Related Project Operation (a) …….

แทนที่ด้วย “6.2 The Level of Service to be delivered by the Private Sector (1) The Rail-Related Project Operation (a) …….


7/12

ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ (e) Escalator Availability shall not be less than 98 (Ninety-Eight) %”

(e) Escalator Availability shall not be less than 98.5 (Ninety-Eight Point Nine) %”

2 76/101

ยกเลิกข้อความในหน้า 76/101 2) Project Development Model

แทนที่ด้วย “2) Project Development Model The Tenderer shall demonstrate

the Project development model for areas around Makkasan Airport Rail Link and Si Racha Stations, with the components not inferior to those required by the Output Specification while the following details shall be included: a) The Architecture and Landscape

architecture , layout of the green areas, creation and location of the Project attraction, Perspective of the open spaces both inside and outside the buildings,

the building and constructions architectures ,which each item displayed in at least A1-sized paper, 4 (Four) pieces for all the items combined including: 1) Side view 2) Profile 3) Cross Section 4) Perspective of the Project

b) Universal Design: The Tenderer shall demonstrate, in 1 (One) copy of at least A1-sized


8/12

ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ paper, how the universal design will be presented in the Project TOD.

c) Transit-Oriented Development ( TOD) : The Tenderer shall demonstrate, in 1 (One) copy of at least A1-sized paper, how the TOD concept will be applied for the Project.

d) Smart City Concept: The Tenderer Shall demonstrate, in 1 (One) copy of at least A1-sized paper, how the Smart City concept will be applied for the Project.

e) The Development of Makkasan Station as the Main Station that links Bangkok with the EEC Gateway: The Tenderer shall demonstrate explicitly, in an easy-to-understand way, in 1 (One) copy of at least A1-sized paper, how the Makkasan Station will be developed to make it the main station that links Bangkok with the EEC Gateway.

f) Phasing: The business development concept, business size and market positioning shall be demonstrated, in 1 (One) copy of at least A1-sized


9/12

ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ paper, for buildings and constructions phasing, based on the business type or activity of each phase.”

3 78/101 และ 79/101

“5) The personnel and organization

chart for TOD operation, with the names and experience records defined for the key personnel whose qualifications are matched with those required for the buildings and constructions businesses and activities of each station by performing an analysis and risks management on the Makkasan and Si Racha lands uses. Findings of such analysis shall be separated by station and presentation in 2 ( Two) pieces of at least A1-sized paper.”

“6) Risks analysis and management

consist of : a) risks analysis which shall at

least include the business risk and purchasing power risk; and

b) risks management.”

ปรับเป็น “b) The personnel and organization

chart for TOD operation, with the names and experience records defined for the key personnel whose qualifications are matched with those required for the buildings and constructions businesses and activities of each station by performing an analysis and risks management on the Makkasan and Si Racha lands uses. Findings of such analysis shall be separated by station and presentation in 2 ( Two) pieces of at least A1-sized paper.”

ปรับเป็น “5) Risks analysis and management

consist of : a) risks analysis which shall at

least include the business risk and purchasing power risk; and

b) risks management.” 4 90/101

“49.4 (1) The Selection Committee and/or the person appointed by the Selection Committee shall open the

แทนที่ด้วย “49.4 (1) The Selection Committee and/or the person appointed by the Selection Committee shall open the


10/12

ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ Tenderers’ Unsealed Envelopes at 10:00 hrs. of Tuesday 13 November, B.E. 2561 (2018), at the tenders submission room, in the presence of the Tenderers or their authorized representatives whose attendances are all welcome.”

Tenderers’ Unsealed Envelopes on Monday 12 November, B.E. 2561 (2018), at the tenders submission room, in the presence of the Tenderers or their authorized representatives whose attendances are all welcome.”

5 93/101 “53. Tender Evaluation Fee Each Tenderer on the Tender Submission Date shall pay the evaluation fee to the SRT in the amount of Baht 2,000,000 (Two Million Baht Only) in cash or by cheque payable to the “State Railway of Thailand”. The Tenderers shall in no case request or claim a refund of this fee.”

แทนที่ด้วย “53. Tender Evaluation Fee Each Tenderer on the Tender Submission Date shall pay the evaluation fee to the SRT in the amount of Baht 2,000,000 (Two Million Baht Only) in cheque payable to the “State Railway of Thailand”. The Tenderers shall in no case request or claim a refund of this fee.”

6 Appendix 2 General Requirement Form

เพิ่มเติมข้อความดังต่อไปนี ้“The following documents shall be attached: (1) A Copy of Certificate of Juristic

Person Registration (2) A Copy of Memorandum of

Association (3) A Copy of VAT Registration

Certificate (if any) Remark: The single juristic person, all members of a joint venture /consortium not registering for a new juristic person, all shareholders of the joint venture/consortium registering for a new juristic person


11/12

ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ and each juristic person merging with another company, tendering for the Project shall fill in this Form. In case the experience of the Tenderer’s contractor is proposed, such contractor shall fill in this Form, with the documents specified in (1) to (3) attached.”

7 Appendix 2 General Requirement Form

“1 The exchange rate is the selling rate of the Bank of Thailand on the date of invitation announcement.”

ให้ใช้ “1 The exchange rate is the selling rate of the Bank of Thailand on the date the Invitation to Tender is advertised.”

8 Appendix 6-1 Letter of Intent, Cash and Cash Equivalent Form

ยกเลิก แทนที่ด้วย ตามรายละเอียดในเอกสารแนบ 4

9 Appendix 6-2 The Tenderer’s Cash and Cash Equivalents Form


10 Appendix 6-3 Total Amount of the Tenderer’s Letter(s) of Intent and Evidence Justifying Cash and Cash Equivalents Form


11 Appendix 7 Statement of the Tenderer’s Financial Standing Form



12/12

ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ 12 Appendix 10

Lease Fee for the Project Transit-Oriented Development Areas


13 Appendix 15-3 Experience Form – 3

Elevated Rail structures Underground Rail structures Elevated Road structures Contractor name (if Tenderer

cites contractor’s record)

ยกเลิก

14 Appendix 25 Financial Plan


15 Appendix 26 Project Financing


16 Appendix 27 Form of the Project Financial Return for the Entire PPP Contract Period


17 Appendix 28 Form of the Requested Government Subsidy Amount and the Participation Fee Payable by the Private Sector


เอกสารแนบ 1

โครงการรถไฟความเร็วสูงเชื่อมสามสนามบิน ข้อแนะน าผู้ยื่นขอ้เสนอ

เล่มท่ี 1 แบบฟอร์มเงินสดและรายการเทียบเท่าเงินสดของผู้ยื่นข้อเสนอ

ภาคผนวก 6-2

แบบฟอร์มเงินสดและรายการเทียบเท่าเงินสดของผู้ยื่นข้อเสนอ

ล าดับ ชื่อบริษัทผู้ยื่นข้อเสนอ/ผู้น ากลุ่ม เงินสดและรายการเทียบเท่าเงินสด

(หน่วย ล้านบาท)

ไตรมาสและปทีี่อ้างอิงในงบแสดง

ฐานะการเงิน

1. 2.

3. …

รวม หมายเหตุ: ทศนิยม 2 ต าแหน่ง การค านวณเงนิสดและรายการเทียบเท่าเงินสดให้ด าเนินการตามมาตรฐานการรายงานทางการเงนิของไทย (TFRS)

[ให้ลงลายมือชื่อโดยผู้ยื่นข้อเสนอและประทับตราบริษัททุกหน้า]



เล่มท่ี 1 แบบฟอร์มยอดเงินรวมของหนังสือแสดงเจตจ านงของธนาคารต่างๆ และยอดเงินสดและรายการเทียบเท่าเงินสดของผู้ยื่นข้อเสนอ

ภาคผนวก 6-3

แบบฟอร์มยอดเงินรวมของหนังสือแสดงเจตจ านงของธนาคารต่างๆ และยอดเงินสด และรายการเทียบเท่าเงินสดของผู้ยื่นข้อเสนอ

ธนาคาร/บริษัทหลักทรัพย์ที่ไดร้ับหนังสือแสดงเจตจ านง จ านวนเงิน (หน่วย ล้านบาท)

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

รวม

เงินสดและรายการเทียบเทา่เงินสดของผู้ยื่นข้อเสนอ (ผลรวมตามภาคผนวก 6-2)

รวมจ านวนเงินจากบริษัทหลักทรัพย์ที่ได้รับหนังสือแสดงเจตจ านงและเงินสดและรายการเทียบเท่าเงินสดของผู้ยื่นข้อเสนอ

หมายเหตุ: ทศนิยม 2 ต าแหน่ง

[ให้ลงลายมือชื่อโดยผู้ยื่นข้อเสนอและประทับตราบริษัททุกหน้า]



เล่มท่ี 1 ตารางการยืนยันการปฎิบัติตามข้อก าหนด

ภาคผนวก 32

ตารางการยืนยันการปฎิบัติตามข้อก าหนด (Compliance Matrix)

NO. TITLE

COMPLIANCE REMARKS YES NO

Vol. 2 Vol. 2/1 Phase 1

SRT’s Requirements The Rail-Related Works of The Project Design-Build

1 2 3 4 5 6 7 8 9

10 11

12 13 14 15

SRT’S REQUIREMENTS - GENERAL Introduction Definitions and Abbreviations Project Phasing Land Handover Works Program Reports Quality Assurance Liaison with Others Units Specifications in Metric and Imperial Units Survey and Site Investigations Project Management Information System (PMIS) Project Calendar Conceptual Drawings Specifications Interfacing

1 2 3

SRT’S REQUIREMENTS – FUNCTIONAL General Scope of Works Alignments, Widths and Disposition of Railways



NO. TITLE

COMPLIANCE REMARKS

YES NO

4 5 6 7 8 9 10 11 12 13 14

Clearances Design Life Durability and Maintenance Operational Requirements Aesthetics Environmental Considerations Security Miscellaneous Standards Railway Systems List of Rolling Stock Suppliers for High Speed Train

1 2 3 4 5 6 7 8 9 10

11 12

SRT’S REQUIREMENTS – DESIGN Introduction Requirements During Design Phase Requirements During Execution Phase Design Submissions – Preliminary Design Design Submissions – Detailed Design Design Submissions - Execution Phase Design Submissions - Review Procedures Design Submissions Program Design Procedure Approval Program for Submissions During Execution Phase Calculations Miscellaneous Requirements

1 2 3

SRT’S REQUIREMENTS – EXECUTION Private Party’s Superintendence Checking of Private Party’s Temporary Works Design The Site



NO. TITLE

COMPLIANCE REMARKS

YES NO

4 5 6 7 8 9 10 11 12 13 14 15 16 17

18 19 20 21 22 23 24 25 26 27 28 29 30

Survey Environmental Requirements Safety Measures Care of the Works Damage and Interference Work on Roads Site Establishment Security Testing and Commissioning Records Materials Building Services and Lifts & Escalators Quality Assurance Restoration of Areas Disturbed by Construction Maintenance Manuals Spares, Special Tools and Test Equipment Equipment Identification Training and Technology Transfers Public and Community Relations Management of Confidential Information Execution Database Management System Inspection During Manufacture and Assemble Instrumentation for Tunneling Mobilization and Demobilization Electro-Magnetic Compatibility (EMC) Earthing and Bonding

TENDERER'S NAME: ............................................... . SIGNATURE:.........................................................



NO. TITLE

COMPLIANCE REMARKS

YES NO

Vol. 2 Vol. 2/1 Phase 2 Part 1

SRT’s Requirements : O&M The Rail-Related Works of The Project Operation-Maintenance Operation-Maintenance Specifications

1 Quality Plan 1.1

1.2

1.3

Provision of Quality Assurance and Quality Control Procedures Verification of Quality Plan According to International Standards Verification of Quality Assurance and Quality Control

2 2.1

2.2

2.3

Environmental Mitigation & Protection Plan Verification of environmental mitigation and protection measures during construction, making it complied with the National Environment Board’s requirements. Verification of the environmental problem monitoring plan during construction shall be in accordance with the National Environment Board’s requirements. Other Plans

3 3.1

3.2

System Assurance Plan Demonstration of System Assurance Plan is in place including quality assurance and a RAMS Plan for reliability, availability, maintainability and safety. Demonstration that it has system quality assurance plan for safety engineering.



NO. TITLE

COMPLIANCE REMARKS

YES NO

4 4.1

4.2

Interfacing and Coordination Plan Demonstration of the coordination plan between the private sector and the relevant authorities in compliance with the Project plan. Demonstration of its responsibility, coordination and cooperation procedures.

5 5.1

5.2 5.3 5.4 5.5 5.6

Operations Plans Methodology for modification of the existing ARL's Operations and Maintenance Operation Concept Normal Operations Plan Degraded Operations Plan Emergency Operations Plan Operations Safety Plan

6 6.1 6.2 6.3 6.4

Security Plan Security on Stations Security on the Line Security in the Depot Security for the Control Center

7 7.2

7.3

Testing and Commissioning Plan Testing and commissioning plans for all the 8 systems shall be presented. Type and duration of the test shall be presented.

8 8.1

Trial Running The train operation steps and procedures shall be demonstrated to ensure the safe and correct operation environment based on international standard.



NO. TITLE

COMPLIANCE REMARKS

YES NO

a) Sources of train schedule and data processing

b) 5 categories of train schedule as follows: 1) Monday - Friday Train Schedule 2) Saturday Train Schedule 3) Sunday Train Schedule 4) Public Holiday Train Schedule 5) Special Train Schedule ( as

announced by SRT) c) Explain trial run procedures under

different circumstances, such as normal operation, degraded operation, accident and emergency simulation, etc.

9 9.1 9.2 9.3

Draft of Operations Manuals Drivers Manual Control Room Manual Station Manual

10 10.1 10.2 10.3 10.4 10.5

Maintenance Plan Preventive Maintenance Corrective Maintenance Maintenance Intervals Overhauls Emergency Team

11

11.1

11.2

Spare Parts, Unit Replacement and Special Tools Provision of Spare Parts and Unit Replacements Provision of Special Tools




NO. TITLE

COMPLIANCE REMARKS

YES NO Vol. 2

Vol. 2/1 Phase 2 Part 2

SRT’s Requirements The Rail-Related Works of The Project Operation-Maintenance Operation Concepts

1 GLOSSARY

2 ABBREVIATIONS

3 EXECUTIVE SUMMARY 4 SERVICE OBJECTIVE

5 KEY OPERATION DATA AND PARAMETERS 6

6.1 6.2 6.3 6.4

SYSTEM DESCRIPTIONS General System Layout Basic Track Layout Stations Depot / Workshop

7 RIDERSHIP

8 8.1 8.2 8.3 8.4 8.5 8.6 8.7 8.8 8.9 8.10

8.10.1 8.10.2

BASIC OPERATION DATA General Operation Times Speeds Station Dwell Times and Passing Trip Times and Turnaround Times Reversing Time Train Capacities Operational Headways Fleet Size Train Procurement High Speed Trains City Line Trains



NO. TITLE

COMPLIANCE REMARKS

YES NO

8.11 8.11.1 8.11.2 8.12

Timetable System Methodology Working Timetables Public Timetables Mileage

9 9.1 9.2

9.2.1 9.2.2 9.3 9.4

9.4.1 9.4.2 9.4.3 9.4.4 9.4.5 9.4.6

OPERATIONS CONTROL General Operations Control Centre (OCC) Technical Rooms Central Control Room Operations Organisation Chart Stations General Station Control Room (SCR) Ticket Office Platforms Platform Screen Doors (PSD) Extension from Phaya Thai to Don Mueang

10 10.1 10.2

10.2.1 10.2.2 10.2.3 10.2.4 10.2.5 10.3 10.4

10.4.1 10.4.2 10.4.3 10.4.4

REGULAR OPERATION General Operation Modes Supervised Manual Mode (SMM) Restricted Manual Mode (RMM) ATP Isolated Mode (AIM) Depot Mode (DM) Wash Mode (WM) Train Operations on the Line Train Operations in the Depot General Train Movements within the Depot Area Entering and Leaving the Depot Entering and Leaving the Workshop



NO. TITLE

COMPLIANCE REMARKS

YES NO

11 11.1 11.2 11.3 11.4

11.5 11.6

11.6.1 11.6.2 11.6.3 11.6.4 11.6.5 11.6.6

11.6.7 11.6.8 11.6.9

DEGRADED OPERATION General Performance Monitoring System Capability 11.3 Recovery Strategies Controlled Disembarking of Passengers on Line Blocked Line 11.6 Sub-Systems Failures 11.6.1 General 11.6.2 OCS Failures 11.6.3 Traction Power Failures 11.6.4 SCADA Failures 11.6.5 Platform Screen Doors Failures 11.6.6 Failures of Automatic Fare Collection Equipment Signalling Failures Telecommunications Failures Rolling Stock Failures

12 12.1 12.2 12.3 12.4 12.5 12.6 12.7

EMERGENCIES General Internal Emergency Response Liaison with External Emergency Services Safety Audits Emergency Team Emergencies On-Board of Trains Emergencies at Stations

13 13.1

SAFETY SYSTEM General Safety Requirements & Safety Criteria

14 FAILURE MANAGEMENT 15 INCIDENT MANAGEMENT



NO. TITLE

COMPLIANCE REMARKS

YES NO

16 TRAINING 17 SECURITY

TENDERER'S NAME:................................................ . SIGNATURE:.........................................................



NO. TITLE

COMPLIANCE REMARKS

YES NO

Vol. 3 Vol. 3/1 Part 1

Outline Specifications The Rail-Related Works of The Project Outline Design Specifications Civil Works & Building Services

SECTION 1: 1.1 1.2

GENERAL General Codes and Standards

SECTION 2: 2.1

GEOMETRIC DESIGN CRITERIA Railway Alignment

SECTION 3: 3.1 3.2 3.3 3.4 3.5

3.6

DESIGN LIFE AND SERVICEABILITY General Civil Engineering Structures Building Structures Bridge Bearings and Movement Joints Serviceability of Civil Engineering and Building Works Serviceability of Electrical and Mechanical, Lifts and Escalators Equipment

SECTION 4:

4.1 4.2 4.3

4.4

DESIGN REQUIREMENTS: CIVIL & STRUCTURAL WORKS Railway Structure Design Station Structure Design Parking Building, Maintenance Building, Depot & Work Shop Design Drainage Design

SECTION 5: 5.1 5.2

DESIGN REQUIREMENTS: RAILWAY TUNNELS General Philosophy Airport Rail Link Extension Tunnel (Cut & Cover Design)

SECTION 6: 6.1 6.2

DESIGN REQUIREMENTS: ROADWORKS Local Road Design Geometric Design



NO. TITLE

COMPLIANCE REMARKS

YES NO 6.3 Pavement Design

SECTION 7: 7.1

7.1.1 7.1.2 7.1.3 7.2 7.3

DESIGN REQUIREMENTS: BUILDING DESIGN Architectural Design Station Design Criteria Finishes Depot & Workshops Safety Inter-Modal Planning

SECTION 8: 8.1 8.2 8.3 8.4 8.5

DESIGN REQUIREMENTS: BUILDING SERVICES Electrical System Sanitary System Fire Protection System Air Condition and Ventilation System Design of Sub-System in Tunnel




NO. TITLE

COMPLIANCE REMARKS

YES NO


Book 1/2

Outline Specifications The Rail-Related Works of The Project Outline Construction Specifications Civil Works

SECTION 1: 1.1

STANDARDS Introduction

SECTION 2: 2.1 2.2 2.3 2.4 2.5 2.6 2.7

EARTHWORKS Excavation Fill Test Landscaping Selected Material A Sand Drainage Layer Subballast and Subbase

SECTION 3: 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10

ROADWORKS Subbase Aggregate Base Asphaltic Materials Asphaltic Prime Coat Asphaltic Tack Coat Asphaltic Surface Treatment Asphaltic Concrete Surfacing Reinforced Concrete Pavement Co-Ordination with Highway Agencies Road Marking, Traffic Signs and Traffic Signals

SECTION 4: 4.1 4.2 4.3 4.4 4.5 4.6

PILING & DIAPHRAGM WALLING General Concrete Piles Precast Concrete Piles Cast In Place Piles Pile Testing Diaphragm Walling



NO. TITLE

COMPLIANCE REMARKS

YES NO SECTION 5:

5.1 5.2 5.3

CONCRETE Concrete Materials Concrete Workmanship Precast Concrete

SECTION 6: 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 6.10

6.11 6.12 6.13

PRESTRESSED MEMBERS Prestressing Tendons Precast Construction Stressing Tendons Testing by Concessionaire Pretensioning Post-Tensioning Protection of Tendons Ducts for Bonded Tendons (Internal Tendons) Ducts for Bonded Tendons (Internal Tendons) Prestressing Tendons - Trial Construction-Unbonded Tendons (External Tendons) Prestressing Tendons - Temporary Tendons Casting Grouting of Prestressing Tendons

SECTION 7: 7.1 7.2 7.3 7.4 7.5 7.6 7.7 7.8 7.9 7.10 7.11 7.12 7.13

STRUCTURAL STEEL WORKS General Material Properties Testing Fabrication Detailing Of Connections Submissions Welding Electrodes Welders Testing Site Welding Erection of Steelwork Tolerances



NO. TITLE

COMPLIANCE REMARKS

YES NO 7.14 7.15 7.16 7.17 7.18

7.19 7.20 7.21 7.22 7.23 7.24

Bolted Connections Transportation and Storage Damaged Material Galvanizing Preparation of Steelwork for Protective Treatment Painting Generally Application of Protective Layers Protection of Bolts Etc. High Strength Friction Grip Connections Protective Treatment Paintwork Executed On Site

SECTION 8: 8.1 8.2 8.3 8.4 8.5 8.6 8.7 88 8.9 8.10 8.11 8.12 8.13 8.14

ARCHITECTURAL & BUILDING WORKS General Requirements Floor Finishes Skirting Wall Partition Wall Finishes Ceiling Roofing Toilet and Accessories Stairs and Railing Door-Window & Hardware Signage Furniture Landscaping Miscellaneous

SECTION 9: 9.1 9.2 9.3

TUNNELING WORKS Tunnel Excavation (NATM) Cut and Cover Construction Instrumentation



NO. TITLE

COMPLIANCE REMARKS

YES NO SECTION 10:

10.1 10.2 10.3 10.4 10.5

PIPE & DRAINAGE Reinforced Concrete Culverts Drainage and Sewerage Pipe Drains Drainage System for Structures Miscellaneous Drain Structures




NO. TITLE

COMPLIANCE REMARKS

YES NO


Book 2/2

Outline Specifications The Rail-Related Works of The Project Outline Construction Specifications Building Services

SECTION 1: 1.1 1.2 1.3

1.4

1.5 1.6 1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15 1.16 1.17 1.18 1.19

BUILDING SERVICE ELECTRICAL WORKS General Specification Emergency Power Generator Set Low Voltage Switchboard and Capacitor Bank Load Center, Safety Switch and Enclosed Circuit Breaker Automatic Transfer Switch Uninterruptible Power Supply (Ups) Busways Low Voltage Cables Raceway Luminaires and Associated Equipment Switch and Socket Outlet Lighting Control System Earthing and Lightning Protection System Building Management System (BMS) SCADA Interfacing System Fire Alarm System Public Telephone System Fire Barrier Work Standard Field Tests

SECTION 2:

2.0 2.1 2.2

MECHANICAL VENTILATING AND AIR CONDITIONING SYSTEM General Specification Packaged Water Cooled Chiller Cooling Tower



NO. TITLE

COMPLIANCE REMARKS

YES NO

2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.11 2.12 2.13 2.14 2.15 2.16 2.17 2.18 2.19 2.20 2.21

Water Pump Chilled Water Air Handler Split Type Air Conditioner Precision Air Conditioner Automatic Condenser Tube Cleaning Water Conditioning System Fan and Blower Air Purifier Piping Works Valves and Piping Accessories Duct Works Air Distribution Devices and Accessories Automatic Control Equipment Electrical and Control Works Fire Barrier Work Painting and Color Codes Standard Field Tests Variable Refrigerant Flow Air Conditioner Precision Air Conditioner

SECTION 3: 3.0 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 3.10

PLUMBING WORKS General Specification for Plumbing System Cold Water Supply Pump Water Heater Sewage Pump Sets Waste Water Treatment Plant Cold Water Supply Piping Work Hot Water Supply Piping Work Sanitary Piping Work Storm Drain Piping Work Valve and Accessories Electrical and Control Works



NO. TITLE

COMPLIANCE REMARKS

YES NO

3.11 3.12 3.13

Fire Barrier Work Painting Test and Sterilizations

SECTION 4: 4.0

4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8

4.9 4.10 4.11 4.12

FIRE PROTECTION SYSTEM General Specification for Fire Protection System Diesel Engine Fire Pump Electric Fire Pump Jockey Pump Fire Water Piping Work Valve and Accessories Fire Alarm System Gas Suppression System Deluge Foam Spray Nozzle System and Foam Fire Hose Electrical and Control Works Fire Barrier Work Painting Test and Sterilizations




NO. TITLE

COMPLIANCE REMARKS

YES NO


Outline Specifications The Rail-Related Works of The Project Outline Specifications for Railway Systems

Section 1 1.1

1.1.1

1.1.2

Overall System Requirements Overall Systems Integration & Interfaces Provision of overall System Integration and Interface a) Provision of the Lead for Interfacing of All

Systems and Sub Systems b) Provision of the Interfacing Management Provision of a Preliminary Interface Matrix a) Description of the Integration of the E&M

System b) Description of the Integration of Each Main

System Element c) The Leader shall provide evidence as

proof that they have taken the lead role in overall systems integration at least two (2) projects

Section 2 2.1

2.2

Rolling Stock (HSR) Description of Rolling Stock a) Supplier of the Rolling Stock System b) Provision of Codes and Standard Provision of Operational Requirement a) Design Life b) Modes of Operations c) Passenger Flow and Evacuation d) Journey Time e) Climatic and Environmental Conditions f) Provision of RAMS



NO. TITLE

COMPLIANCE REMARKS

YES NO

2.3 Verify Train Set Requirements a) Rolling Stock Design Speed b) Train length and car length c) Axel Load d) Electromagnetic compatibility e) Carbody and Interior f) Fire Protection g) Train Set Communication h) Traction and Auxiliary Power Equipment i) Brake System j) On Board Signaling System k) Ride comfort l) Train Formation Diagram

Section 3

3.1

3.2

Power Supply Systems General Description of Overall Concept of the Power Supply System and the Supplier. a) Provision of a Basic Design Philosophy of

the System b) Description of Sub Station Supply c) Description of Auto Transformer Location d) Description of Auxiliary Supplies e) Description of Power Supplies at Stations f) Description of Overhead Catenary System g) Provision of Earthing and Bonding Study Verifying of performance criteria of the Power Supply System a) Provision of Required Studies and

Simulations b) Provision of RAMS



NO. TITLE

COMPLIANCE REMARKS

YES NO

Section 4 4.1

4.2

Signalling System Description of Signalling System a) Description of Supplier of the Signaling

System b) Description of Train Control System c) Description of Computerized Train Control

System :TMS,ATR,ARS d) Description of Interlocking System e) Environmental conditions Report Verifying performance criteria of the Signaling System a) Provision of RAMS b) Providing Headway Performance and

driving simulator

Section 5 5.1

Telecommunication Systems and SCADA Description of Telecommunication System a) Description of Supplier of the

Telecommunication System b) Description of Telecommunication

System for Train Control, Digital Radio System and Broad Band Radio System

c) Description of Backbone Transmission Network

d) Description of Master Clock System e) Description of Public Address System f) Description of Closed Circuit Television g) Provision of Failure Reporting, Analysis

and Corrective Action System h) Description of Controlled Access Security

System i)



NO. TITLE

COMPLIANCE REMARKS

YES NO

5.2

j) Description of Train Communication System

k) Description of Passenger Information System

l) Description of Supervisory Control and Data Acquisition

Verifying performance criteria of the Telecommunication System a) Provision of Codes and Standards b) Provision of RAMS

Section 6 6.1

6.2

Automatic Fare Collection System Description of the Automatic Fare Collection System a) Description of Supplier of the Automatic

Fare Collection System b) Description of System Description c) Verification of the Performance

Requirements d) Provision of Accounting Management

System e) Description of Central Clearing House

System Verifying performance criteria of the Automatic Fare Collection System a) Provision of Codes and Standards b) Provision of Gate and Ticket Machines

according to passenger flow c) Provision of RAMS



NO. TITLE

COMPLIANCE REMARKS

YES NO

Section 7 7.1

Depot Workshop System Description of Depot Workshop Equipment a) Description of Suppliers of the Depot

Workshop Equipment b) Provision of Codes and Standards c) Verification of General Requirements d) Provision of Equipment for Maintenance

Levels e) Provision of Workshop, Maintenance

Track, Service Tracks, Stabling Yard and Other Facilities

f) Description of Maintenance Equipment Supply Spare Part and Unit Replacement

g) Provision of RAMS

Section 8 8.1

8.2

Platform Screen Door Description of Platform Screen Doors a) Description of Supplier of the Platform

Screen Doors b) Description of the Design of the Platform

Screen Doors c) Provision of a Methodology for

Installation of the Platform Screen Doors, which Synchronized with Other System

Verification of Platform Screen Doors a) Providing Codes and Standards b) Provision of Design Calculation to Verify

Contractual Requirements c) Provision of RAMS d) Provision of Safety Plan with Focus on

Door Control



NO. TITLE

COMPLIANCE REMARKS

YES NO

Section 9 9.1

9.2

Trackwork Design of trackwork System a) General Description of design and

alignment phases and scope of work b) General description of manufacturing

and installation phases and scope of work

c) General description of testing and commissioning phase and scope of work

Detailed description of Trackwork and Suppliers of components a) Description of installation method of

Rails b) Description of Installation Method of

Turnouts c) Description of Installation Method of

Fastening Systems d) Description of Installation Method of

Buffer Stops e) Description of Installation Method of

Welding and Rail Grinding f) Provision of Codes and Standards g) Verification of Quality Control h) Description of Installation Method of

Testing and Commissioning Procedures for Trackwork

i) Description of Trackwork Maintenance Plan

j) Provision of RAMS



The High-Speed Rail Linking Three Airports Project Instruction to Tenderers

Volume 1 Letter of Intent, Cash and Cash Equivalent Form

APPENDIX 6-1

LETTER OF INTENT, CASH AND CASH EQUIVALENTS FORM

Date

State Railway of Thailand

1 Rongmuang Road, Rongmuang, Pathumwan, Bangkok 10330 Tel ....................... Fax ............................

Subject: Letter of Intent for Granting Credit to .............................[Tenderer’s name].......................... in Case Being Awarded as the Successful Tenderer

Attn: The Governor, State Railway of Thailand

We, the undersigned and authorized representative of ..................[name and address of financial institution]........ .......... presented in the Certificate of Financial Institution attached herewith and the power of attorney , do hereby express our intention to undertake that if the High-Speed Rail Linking 3 Airports Project is awarded to .................. (Tenderer’s name) .............. as a Successful Tenderer, .................. [Tenderer’s name] .............. shall be granted a line of credit by. . . . . . . . . . . . . . . . . . [name of financial institution]. . . . . . . . . . . . . . . . . . in the amount of ............................................................... and not exceeding …………............................. for the sole purpose of the execution of the above-stated Project, subject to the terms and conditions prescribed by the bank.

In witness whereof, the authorized representative of the financial institution has hereunto signed and sealed this Letter of Intent.

Signature and Seal of the Financial Institution Issuing This Letter of Intent: ......................................................

Name of Financial Institution: ........................................................

Address: ........................................................... [To be signed by the Tenderer with company seal affixed on all pages]



Volume 1 The Tenderer’s Cash and Cash Equivalents Form

APPENDIX 6-2

THE TENDERER’S CASH AND CASH EQUIVALENTS FORM

Item Name of the Tenderer /

Lead Firm

Cash and Cash Equivalent Transaction

(Unit: Million Baht)

Reference Quarter/Year

Shown in Financial

Statement 1. 2. 3. …

Note : 2 decimal places. Calculation of cash and cash equivalents shall be based on Thai Financial Reporting Standards (TFRS).

[To be signed by the Tenderer with company seal affixed on all pages]



Volume 1 Total Amount of The Tenderer’s Letter(s) of Intent and Evidence Justifying Cash and Cash Equivalents Form

APPENDIX 6-3

TOTAL AMOUNT OF THE TENDERER’S LETTER(S) OF INTENT AND EVIDENCE JUSTIFYING CASH AND CASH EQUIVALENTS FORM

Financial Institutions / Securities Companies from

where Letter(s) of Intent Are Received Amount (Unit: Million Baht)

1. 2. 3. 4. 5. 6. 7. 8. 9. 10.

Total Tenderer’s cash and cash equivalent list (The sum amount according to annex 6-2)

Total Amount of Money Granted in the Letter(s) of Intent issued by the Securities Companies and the Tenderer’s Cash and Cash Equivalents.

Note : 2 decimal places.

[To be signed by the Tenderer with company seal affixed on all pages]



Volume 1 Statement of The Tenderer’s Financial Standing Form

APPENDIX 7

STATEMENT OF THE TENDERER’S FINANCIAL STANDING FORM

Financial Information (Million Baht)

Last 3 Years’ Period (Unit Million Baht ) Average

Year........... Year........... Year...........

Juristic Person/Member 1

1. Total Assets

2. Total Liabilities

3. Net Worth

Juristic Person/Member 2

1. Total Assets


3. Net Worth

Juristic Person/Member …….

1. Total Assets


3. Net Worth

Total Net Worth of All Members/Juristic Persons

Note:

(1) 2 decimal points

(2) The Tenderer shall fill in the financial information over the last 3 years, using the following formula:

Net Worth = Total Assets – Total Liabilities [To be signed by the Tenderer with company seal affixed on all pages]



Volume 1 Lease Fee for the Project TOD Areas

APPENDIX 10

LEASE FEE FOR THE PROJECT TRANSIT-ORIENTED DEVELOPMENT AREAS

The Tenderer must pay the lease fee from the date the PPP Contract is signed until an expiration of the 50 years’ lease period as follows:

Year of Rent Makkasan Rental Fee (Baht/Rai) Si Racha Rental Fee (Baht/Rai)

1 21,520,800 1,229,760

2 - -

3 901,695 51,525

4 1,803,390 103,051

5 2,705,085 154,576

6 3,606,780 206,102

7 3,606,780 206,102

8 3,606,780 206,102

9 3,967,458 226,712

10 3,967,458 226,712

11 3,967,458 226,712

12 4,364,204 249,383

13 4,364,204 249,383

14 4,364,204 249,383

15 4,800,624 274,321

16 4,800,624 274,321

17 4,800,624 274,321

18 5,280,687 301,754

19 5,280,687 301,754

20 5,280,687 301,754

21 5,808,756 331,929

22 5,808,756 331,929

23 5,808,756 331,929

24 6,389,631 365,122

25 6,389,631 365,122


Volume 1 Lease Fee for the Project TOD Areas

Year of Rent Makkasan Rental Fee (Baht/Rai) Si Racha Rental Fee (Baht/Rai)

26 6,389,631 365,122

27 7,028,594 401,634

28 7,028,594 401,634

29 7,028,594 401,634

30 7.731,454 441,797

31 7.731,454 441,797

32 7.731,454 441,797

33 8,504,599 485,977

34 8,504,599 485,977

35 8,504,599 485,977

36 9,355,059 534,575

37 9,355,059 534,575

38 9,355,059 534,575

39 10,290,565 588,032

40 10,290,565 588,032

41 10,290,565 588,032

42 11,319,621 646,836

43 11,319,621 646,836

44 11,319,621 646,836

45 12,451,583 711,519

46 12,451,583 711,519

47 12,451,583 711,519

48 13,696,742 782,671

49 13,696,742 782,671

50 13,696,742 782,671

In case that SRT provides additional part of land later than expected, Lease fee of additional part of land in that year shall be counted as the 1st year of rent.



Volume 1 Financial Plan

APPENDIX 25

FINANCIAL PLAN

The Tenderer shall demonstrate a financial plan for Project implementation, including financial projections, in terms of yearly revenues, expenses, investment and cash flow for the entire PPP Contract period, with the following subjects being covered:

1. Capital expenditure and operating expenditure, classified by types of activity, i.e. the Rail-Related Projects, Transit-Oriented Development and Commercial Operation.

1.1 M&E Systems and rolling stocks, containing the following details:

1.1.1 Cost of rolling stocks per car and per train, including rolling stocks replacement

1.1.2 Capital expenditure for Signaling System

1.1.3 Capital expenditure for Communication System

1.1.4 Capital expenditure for Power Supply/OCS

1.1.5 Capital expenditure for Elevator and Escalator Systems

1.1.6 Capital expenditure for Platform Screen Doors

1.1.7 Capital expenditure for Automatic Fare Collection

1.1.8 Capital expenditure for Baggage Handling System

1.1.9 Capital expenditure for Initial Spare parts

1.2 Yearly Operation & Maintenance Cost, containing the following details :

1.2.1 Train operation staff cost

1.2.2 Maintenance staff cost

1.2.3 Train operation cost

1.2.4 Maintenance cost (Preventive, Corrective and Overhauls)

1.2.5 Energy cost

1.2.6 Indirect labor cost

1.2.7 Other indirect costs



1.2.8 Contingency costs

1.3 Capital expenditure for the Project Transit-Oriented Development

1.3.1 Capital expenditure for lands development around Makkasan Airport Rail Link Station, classified by types of business.

1.3.2 Capital expenditure for lands development around Si Racha High-Speed Rail Station, classified by types of business.

2. Fare and non-fare revenues forecast, including but not limited to the following details:

2.1 Ridership forecast for the city-line and high-speed trains per day and per year

2.2 Fare rates of the city-line and high-speed trains by year

2.3 Fare revenues of the city-line and high-speed trains by year

2.4 Revenues related to commercial operation act iv it ie s , such as advertisement, space rental and other types of service.

2.5 Revenues related to the Project Transit-Oriented Development at Makkasan Airport Rail Link Station and Si Racha High-Speed Rail Station, classified by types of business.

3. The assumptions used for financial figures calculation, including but not limited to the following details:

3.1 Discount rate

3.2 Loan Interest rate

3.3 Inflation rate

3.4 Assumptions of the Rail-Related Projects revenues and costs, as well as sources of these assumptions

3.5 Assumptions related to the Project Transit-Oriented Development and commercial operation revenues and costs, as well as sources of these assumptions

4. Financial Ratios, including but not limited to the following details:

4.1 Return On Equity: ROE

4.2 Return On Assets: ROA

4.3 Debt to Equity Ratio: D/E

4.4 Debt Service Coverage Ratio: DSCR



4.5 Interest Coverage Ratio

4.6 Current Ratio

5. Sensitivity analysis of the revenues and expenses, in terms of 10%, 20% and 30% increase/decrease

6. Financial Model, with detailed calculation demonstrated yearly, for the entire 50-year Project duration

6.1 Income Statement, clearly classified by types of revenue and expense

6.2 Detailed Balance Sheet

6.3 Detailed Cash Flow Statement

6.4 Detailed Free Cash Flow (both FCFF and FCFE)

7. Financial Risks and the Project Mitigation Measures



Volume 1 Project Financing

APPENDIX 26

PROJECT FINANCING

The Tenderer must present an evidence justifying the Project financing and the letter of Intent(s) initiated by financial institution(s), to ensure that the Successful Tenderer shall be provided with a financial support for Project implementation, along with the related terms and conditions prescribed by such financial institution(s). The planned Project financing shall comply with the Business Plan, Financial Plan and return of the Project, as well as the Participation Fee Payable by the Private Sector, the Requested Government Subsidy Amount and the Financial Model submitted to the Selection Committee, details of which shall contain the following information as a minimum:

1. structure of Project financing, both in the forms of equity and debt, including debt tenor;

2. major terms and conditions of the financial institutions, both in the forms of equity and debt;

3. debt repayment plan; and

4. the risks related to Project financing and debt repayment.



Volume 1 Form of the Project Financial Return for the Entire PPP Contract Period

APPENDIX 27

FORM OF THE PROJECT FINANCIAL RETURN FOR THE ENTIRE PPP CONTRACT PERIOD

The Tenderer shall demonstrate, for the entire PPP Contract period, the Project financial return, which shall be complied with the analyses made on the Project Business and Financial Plans, including the Participation Fee Payable by the Private Sector and the Requested Government Subsidy Amount, all of which shall be in line with the Financial Model submitted to the Selection Committee. Such analyses shall be performed for various types of scenario, i.e. base case, worst case and best case, including but not limited to the following information:

1. Calculation for the Project break-even point;

2. Calculation for the Project and the Tenderer’s payback periods

3. Forecast on the Private Party’s financial return net present value (NPV), with the discount rate applied

4. Forecast on the Tenderer’s Financial Internal Rate of Return (FIRR)

5. Calculation for the Equity Internal Rate of Return (Equity IRR)

The following details shall be filled up by the Tenderers:

[To be signed by the Tenderer with company seal affixed on every page]

Base Case Best Case Worst Case

Break-Even Point

Payback Period (Firm)

Payback Period (Equity)

Net Present Value (NPV)

Financial IRR

Equity IRR



Volume 1 Form of The Requested Government Subsidy Amount and The Participation Fee Payable by The Private Sector

APPENDIX 28

FORM OF THE REQUESTED GOVERNMENT SUBSIDY AMOUNT AND THE PARTICIPATION FEE PAYABLE BY THE PRIVATE SECTOR

The Tenderer shall propose for the Participation Fee Payable by the Private Sector and the Requested Government Subsidy Amount based on the following conditions:

1. Requested Government Subsidy Amount

1.1 The Tenderer may or may not propose for the Requested Government Subsidy Amount. In case the proposal is made, the Tenderer shall state the Requested Government Subsidy Amount required, which shall be equally paid for 10 consecutive years, on an annual basis, after commencement of the Operation-Maintenance of the Rail-Related Projects.

2. Participation Fee Payable by the Private Sector

2.1 The Tenderer may or may not propose for the Participation Fee Payable by the Private Sector. In case the proposal is made, the Tenderer shall state the Participation Fee Payable by the Private Sector required, which shall be equally paid for 10 consecutive years, on an annual basis, after commencement of the Operation-Maintenance of the Rail-Related Projects.

2.2 The Participation Fee Payable by the Private Sector does not include the rental fees of the lands in Makkasan and Si Racha areas, the fee for the right to operate the ARL Project and any other costs payable to the SRT as prescribed under the draft PPP Contract.

3. Calculation for the Public Investment Cost

3.1 The Selection Committee shall make calculation for the “Public Investment Cost” which is equal to the difference between the “Requested Government Subsidy Amount” and the “Participation Fee Payable by the Private Sector”. The Tenderer with the lowest value of the Public Investment Cost shall be considered the “Envelope -3 (Three)- Qualified Tenderer”.


Volume 1 Form of The Requested Government Subsidy Amount and The Participation Fee Payable by The Private Sector

The Requested Government Subsidy Amount and Participation Fee Payable by the Private Sector Form

Year 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

Requested Government Subsidy Amount (a)

Participation Fee Payable by the Private Sector (b)

Public Investment Cost (a-b)

Noted: 1. Year 1 is the year that the PPP Contract is signed

2. Years 1-5 are construction stage, during when the Requested Government Subsidy Amount shall not be paid to the Private Party. Payments of the Requested Government Subsidy Amount and the Participation Fee Payable by the Private Sector shall only be made between years 6-15.

3. Unit: Million Baht (2 decimal places)

4. Evaluation of the “Envelope -3 (Three)- Qualified Tenderer” shall be based wholly on the information provided in The Requested Government Subsidy Amount and Participation Fee Payable by the Private Sector Form which shall strictly comply with the terms stipulated. The proposals other than those stipulated shall be made in “Envelope 4: Other Proposals in Enhancing Project Efficiency”.

[To be signed by the Tenderer with company seal affixed on every page]

2. VOLUME 2 : SRT’S REQUIREMENTS




1/1

VOLUME 2 : SRT’S REQUIREMENTS



ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม ่1 E-1

1. (2)

(a) Project Director (b) … (m) Security/Safety

Manager

แทนที่ด้วย

Position Experience

in HSR (Years)

Work Experience

(Years) (a) Project Director 15 25 (b) Design Manager 15 25 (c) Construction Manager 15 25 (d) Signalling Specialist 10 20 (e) Telecommunication

and Automatic Fare Collection System Specialist

10 20

(f) Power Supply Specialist

10 20

(g) System Integration Specialist

10 20

(h) Trackwork Specialist 10 20 (i) Maintenance

Specialist 10 20

(j) Operation Specialist 10 20 (k) Rolling Stock Specialist 10 20 (l) QC/QA Manager 10 20 (m) Security/Safety

Manager 10 20






1/2





ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ 1 4

“PPTA City Line O&M Services” means the services specified in Appendix 1, Part 1 in respect of the PPTA CITY LINE Service

ให้ใช้ “PPTA City Line O&M Services” means the services specified in Appendix 1 in respect of the PPTA CITY LINE Service

2 4 “PPTA HSR Operation Services” means the services specified in Appendix 1, Part 1 in respect of the PPTA HSR Service.

ให้ใช้ “PPTA HSR Operation Services” means the services specified in Appendix 1 in respect of the PPTA HSR Service.

3 5 “PPTA HSR-CITY LINE System” ……… As defined in the existing ARL

System Specification, Outline Specifications, and subject to Clause 10 all Improvement

ให้ใช้ PPTA HSR-CITY LINE System” ……… As defined in the existing ARL

System Specification, Outline Specifications, and all Improvement

4 5 ยกเลิก “Start Up Operation Services” Means the services specified in Appendix 1, Part 1

5 Appendix 1 -8/22 3. Quality Management System Refer to Clause 4.11

ให้ใช้ 3. Quality Management System Refer to Clause 3.11

6 Appendix 1-10/22 9. Safety Management Plan Refer

to Clause 4.5

ให้ใช้ 9. Safety Management Plan Refer

to Clause 3.5 7 Appendix 1 -18/22 ให้ใช้


2/2

ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ 10.5 Supply of information to SRT to

support 16.1 to 16.4 10.5 Supply of information to SRT to

support 10.1 to 10.4 8 Appendix 1 – 20/22

14.6 Safety Management Plan clause 4.5

ให้ใช้ 14.6 Safety Management Plan clause

3.5






1/1





ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ 1 12 Table : Stations – Overview of

Parameters แทนที่ใหม่ ตามรายละเอียดในเอกสารแนบ 1

2 50 Annex 1 : Schematic Track Layout Mainline

แทนที่ใหม่ ตามรายละเอียดในเอกสารแนบ 2


โครงการรถไฟความเร็วสูงเชื่อมสามสนามบิน ADDENDUM

1 / 2

Table : Stations - Overview of Parameters

Station Chainage Abbr. Type of platform Particularity

Don Mueang - 20+265 DMU Side Platforms 2 tracks

Bang Sue - 6+400 BSG 1 Center Platform Double Length

Beginning of ARL

Extension

0+000

Phaya Thai 0+179 PTH

(E1)

side platforms,

elevated

2 tracks; future

extension to Bang Sue;

interchange with BTS

Ratchaprarop 0+982 RPR

(E2)

side platforms,

elevated

2 tracks

(City Air Terminal)

Makkasan

3+000 (SAE)

3+214 (SAC)

MAS

(E3)

separated island

platforms for High

Speed and City

Line, one side

used, elevated

4 tracks, interchange

with MRTA;

interlocking

Ramkhamhaeng 7+399 RKH

(E4)

side platforms,

elevated

2 tracks

Hua Mak 12+305 HUM

(E5)

island platforms,

elevated

4 tracks;

interlocking

Ban Thap Chang 17+266 BTC

(E6)

side platforms,

elevated

2 tracks

Lat Krabang 23+498 LKB

(E7)

side platforms,

elevated

2 tracks,

interlocking

SA Terminal (Airport) 28+650 SVB

(E8)

island platforms,

underground

4 tracks, PSDs


2 / 2


Chachoengsao 60+620 CCS Island platforms 4 tracks

Chon Buri 109+230 CHB Side platforms 4 tacks

Si Racha 131+900 SRA Island platforms 4 tracks

Pattaya 156+710 PAT Island platforms 4 tracks

U-Tapao 192+163 UTP Island platforms,

underground

4 tracks, PSDs



1 / 1

5. VOLUME 3 : OUTLINE SPECIFICATIONS





1/1

VOLUME 3 : OUTLINE SPECIFICATIONS




ล ำดับ หน้ำ ยกเลิกรำยกำรเดิม รำยกำรแก้ไข/เปลี่ยนแปลง/เพิ่มเติม 1 4-1 ยกเลิกหัวข้อ 4.1.1 แทนที่ใหม่ ตามรายละเอียดในเอกสารแนบ 1


The High Speed Rail Linking Three Airports Project Outline Design Specifications

Volume 3 : Outline Specifications 4-1 Design Requirements : Volume 3/1 : The Rail-Related Works of the Project Civil & Structural Work Part 1 – Outline Design Specification : Civil Works & Building Services

SECTION 4

DESIGN REQUIREMENTS: CIVIL AND STRUCTURAL WORKS

4.1 RAILWAY STRUCTURE DESIGN

4.1.1 Design Criteria for Railway Structure

The design criteria for railway structures shall be primarily based on International Codes or International Standards. Other relevant International design Codes or International design Standards may be used where found appropriate by the approval of SRT.

1. Codes and Standards

The list of design standards for this Project is as follows:

BS 5400 : : British Standard Code 5400

Eurocodes : European Standards

AASHTO LRFD : LRFD Bridge Design Specifications, 5th Edition, American Association of State Highway and Transportation Officials

ACI : Analysis and Design of Reinforced Concrete Guideway Structures, ACI 358.1R-92

PCI : Prestressed Concrete Institute

CEB-FIP : Model Code 1990

The following Thai Regulations may be used in conjunction with the proposed Codes and Standards.

DPT 1302-52 : Department of Public Works and Town & Country Planning for Earthquake Load

Eurocodes are recommended. Other Internationals Standards are also acceptable with proposed design modifications to ensure that the design life according to Clause 5 of the SRT’s Requirements – Functional, Part I will be achieved.


Volume 3 : Outline Specifications 4-2 Design Requirements : Volume 3/1 : The Rail-Related Works of the Project Civil & Structural Work Part 1 : Outline Design Specification : Civil Works & Building Services

2. Loads

All relevant design loads shall be in accordance with the proposed codes and standards except as modified herein.

Standard Train Load (L)

The railway structure shall be designed for the standard train load as shown in Figure 4.1. This load is the approximate real train load based on several train manufacturers. If a heavier train is proposed by the contractor, such load will become standard train load and shall be used for the design of railway structures. Proposed train with similar axle load but different load configuration shall be also investigated if it results in greater responses to the structures. The load patterns shall be placed in positions generating maximum forces in the structure. Additional future cars shall be taken into account.

Unit : m.

P = 16 ton/axle 1 Car (shown) 8 Cars (max)

Figure 4.1 Standard Train Load

The designer shall also evaluate if the existing ARL Structures can carry the standard train load. In addition, railway structures from Phaya Thai Station to Don Mueang Airport shall be also designed for the ARL train loads as shown in Figure 4.2 and Figure 4.3.

2.50

25.0

15.0 2.50 2.50 2.50

P P P P



Unit : m.


Figure 4.2 Train Load Type 1

Unit : m.


Figure 4.3 Train Load Type 2

The maximum operating speed according to Section 2.1.1 and 2.1.2 shall be used for the dynamic analysis of structures. The deformations and vibrations of railway bridge structures shall be also checked according to Eurocode 1990 Annex A2.4.4.

Wind Load

Wind load on structure shall be derived from the maximum wind speed of 45 m/s (160 km/hr).

Creep and Shrinkage

The effect from creep and shrinkage shall be included in the design consideration. In Thailand, the relative humidity of 80% shall be used for computing creep and shrinkage coefficients.

Exceptional Loads

Piers that are adjacent to the street or highway shall be designed to withstand the force from vehicular collision unless protected by suitable barriers.



Table 4.1 Exception Load

Type Load normal to the carriage below

Load parallel to the carriage

below

Point of application on bridge support

A Force from Automobile

Bumper

150 kN

50 kN

0.75 m above the roadway

B Residual Force

from Automobile

Bumper

1000 kN

1000 kN

At the most severe point between 1.0 m and 3.0 m above the

roadway

Earthquake

The response spectrum used for seismic analysis can be found in DPT 1302-52.

Differential Settlement

The design differential settlement of two adjacent piers shall be the lesser of L/2000 (L = span length) or 20 mm.

3. Load Combinations

Load combinations shall be in accordance with the proposed standards used for the design of structures.

4. Design of Pre-stressed Concrete Bridges

The stresses in the pre-stressed concrete member in each stage shall be limited to the allowable stresses as specified in the proposed standards.

5. Construction Materials

The construction materials used in the project should be domestically available as much as possible and shall comply with the acceptable standards.



4.2 STATION STRUCTURAL DESIGN

4.2.1 General

The design criteria for all elevated station structures, including superstructures, substructures and foundations shall be based on International Codes or International Standards. Other relevant International design Codes or International Standards may be used where found appropriate by the approval of SRT.

4.2.2 Design Standards and Codes of Practice

The list of design standards and codes for this Project is as follows:

ACI : ACI 224R-01, Control of Cracking in Concrete Structures (Reapproved 2008)

: ACI 224.4R-13 Guide to Design Detailing to mitigate Cracking

: ACI 318-14, Building Code Requirements for Structural Concrete and commentary

: ACI 336.3R-14 Report on Design and Construction of Drilled Piers

: ACI 343R-95 (Reapproved 2004), Analysis and Design of Reinforced Concrete Bridge Structures

: ACI 358.1R-92, Analysis and Design of Reinforced Concrete Guideway Structures

: ACI 435R-95 (Reapproved 2000), Control of Deflection in Concrete Structures

AASHTO : AASHTO, LRFD Bridge Design Specifications –SI Units (2005 Interim Revision)

: AASHTO, Guide Specifications for Design and Construction of Segmental Concrete Bridge, 2nd Edition, 1999

: AASHTO, Guide Specifications, Thermal Effects in Concrete Bridge Superstructures

AISC : American Institute of Steel Construction, Specification for Structural Steel Building, March 9, 2005

AREMA : American Railway Engineering and Maintenance-of-Way Association



ASBI : American Segmental Bridge Institute

BS : BS 5400, Part 2. Specification for Loads

: BS 5400, Part 4, Code of Practice for Design of Concrete Bridges

: BS 5400, Part 9, Bridge Bearings

CEB-FIP : MODEL CODE 1990

European Standard :

: ENV 1991, Basis of Design

: ENV 1992, Design of Concrete Structures

: ENV 1993, Design of Steel Structures

: ENV 1994, Design of Composite Structures

: ENV 1997, Geotechnical Design

: ENV 1998, Design of Structures for Earthquake Resistance

: prEN 1337, Structural Bearing

PCI : Prestressed Concrete Institute

UBC : Uniform Building Code 1997

UIC : The Union International Chemins de Fer

JIS : Japanese Industrial Standard

EIT : The Engineering Institute of Thailand under H.M. the King’s Patronage

TIS : Thai Industrial Standard

ASTM : American Society for Testing and Materials Standards

NAVFAC : U.S. Naval Facilities Engineering Command, Design Manual DM 7.01, Soil Mechanics

: U.S. Naval Facilities Engineering Command, Design Manual DM 7.02, Foundation and Earth Structures




4.2.3 Materials


4.2.4 Durability Requirements

4.2.4.1 Control of Surface Crack For considerations of durability, the design of surface crack width at service load conditions shall be maintained not more than 0.2 mm.

4.2.4.2 Concrete Covering

The following minimum concrete cover (from face of concrete to face of outermost bar) shall be provided as detailed in Table 4.9.

Table 4.9 Minimum Concrete Cover

Location Cover (mm) In-Situ piles 75 Precast spun piles 45 Underside of pile caps 75 Piles caps (other than underside) 50 Reinforced concrete wall (external face) 50 Reinforced concrete wall (internal face) 50 Columns (external face) 50 Superstructure (external face) 40 Columns and superstructure (internal face) 30 Top bars in precast deck without wearing surface 40 Top bars in deck without wearing surface 50 Top bars in precast deck (covered with wearing surface) 35 Top bars in deck (covered with wearing surface) 45 Parapets 30 Side cover to tendon sheathing 50 Bottom cover to tendon sheathing 100

Notes: 1. Concrete covers shown in Table 4.9 are the minimum concrete cover required for durability.



2. For design (and detail of all structural elements) the concrete cover shown in Table 4.9 shall increase by 10 mm (tolerance allowance).

4.2.5 Loads

All relevant design loads shall be in accordance with the proposed codes and standards except as modified herein.

4.2.5.1 Dead Load (DL)

1) Self Weight (SW)

When computing the dead load, the unit weight in Table 4.10 shall be used.

Table 4.10 Unit Weight of Dead Load

Material Unit Weight

kN/m3 kg/m3

Steel 76.9 7,850 Cast Iron 70.6 7,200 Aluminum Alloy 27.4 2,800 Timber (untreated) 7.8 800 Plain Concrete 23.5 2,400 Reinforced Concrete 24.5 2,500 Prestressing Concrete 24.5 2,500 Cement and sand (floor and wall)

19.6 2,000

Brickwork 17.7 1,800 Water 9.8 1,000



2) Superimposed Dead Load (SDL)

Superimposed dead load shall be as shown in Table 4.11.

Table 4.11 Superimposed Dead Load Superimposed Dead Load Single track Dual track

Track (rail, fastening, track slab) (kN/m) 26.48 52.96

Rails w/ Fastener (kN/m) 1.46 2.93 Conductor Rail 0.34 0.68 Signalling (kN/m) 0.26 0.51 Power Cable (kN/m) 1.00 2.00 Drainage (kN/m) 0.50 0.50 Other (Parapet, Plinth, Concrete Cable Box) As Actual As Actual



4.2.5.2 Live Loads for Station

1) Train

Axle loads, track layout, rolling stock arrangement, and related loads shall conform to those specified in Clause 4.1 “Railway Structure Design”.

2) Building Live Load

Minimum Live loads used for all elevated stations shall be as shown in Table 4.12.

Table 4.12 Minimum Live Load used for Elevated Station

Occupancy or Use Live Load

KN/m2 Kg/m2

Platform, concourse, retail area, stair 5.0 500 Mechanical area(normal) 8.0 800 Mechanical area (heavy) 15.0 1,500 Office 3.0 300 Metal sheet roof 0.5 50 Reinforced concrete roof 1.0 100 Lift room 5.0 500 Pump room 10.0 1,000 Air conditioning work - Cooling tower 10.0 1,000 - Chiller’s area 15.0 1,500 - Air hanging Units 5.0 500



3) Wind Load


4) Creep and Shrinkage

The effect from creep and shrinkage shall be included in the design consideration. In Thailand, the relative humidity of 80% shall be used for computing creep and shrinkage coefficients.

5) Exceptional Loads

Piers that are adjacent to the street or highway shall be designed to withstand the force from vehicular collision unless protected by suitable barriers.

Table 4.2 Exception Load

Type Load normal to the carriage below

Load parallel to the carriage

below

Point of application on bridge support

A Force from Automobile

Bumper

150 kN

50 kN

0.75 m above the roadway

B Residual Force

from Automobile

Bumper

1000 kN

1000 kN

At the most severe point between 1.0 m and 3.0 m above the

roadway

6) Earthquake


7) Differential Settlement

The design differential settlement of two adjacent piers shall be the lesser of L/2000 (L = span length) or 20 mm.



8) Earth Pressure

The Lateral earth pressure to be used for structural design shall be based on information obtained from the geotechnical investigation. Consideration shall be given to dry, moist and submerged earth pressures, hydrostatic pressures, and the effects of multilayered profiles on the earth pressures. Earth pressure coefficient shall be 0.33 – 1.00.

9) Traffic Loads on Roof of underground Structure (For Tunnel Station only)

Traffic loads on roof on underground structure shall be calculated from equivalent truck weight of HL-93 in accordance to AASHTO LRFD.

10) Impacts Loads from Traffic in Roof of Underground Structure (For Tunnel Station only)

Impact loads from traffic on roof of underground structure shall be considered in design. The values shall be calculated as follows:

Depth of Station Roof to Roadway Impact

Less than 0.30 m 30% of LL More than 0.30 m but less than 0.60 m 20% of LL More than 0.60 m but less than 1.00 m 10% of LL More than 1.00 m 0% of LL

11) Loads of On-Grade Train in Roof of Underground Structure (For Tunnel Station only)

The axle loads of train along track on underground structure may be assumed as uniformly distributed longitudinally over a length of one meter, plus the depth of ballast under the tie, plus twice the effective depth of roof slab, limited however by the axle spacing.

Distribution of single train loads perpendicular to track on underground structure shall be assumed to have uniform lateral distribution over a width equal to the length of track tie plus depth of ballast below the bottom of ties, unless limited by the extent of the structure.



The lateral distribution of axle load from multiple tracks shall be as specified for single tracks and further limited so as not to exceed the distance between centers of adjacent tracks.

In calculating the maximum axle load on structural member due to simultaneous loading on two or more tracks, the following proportion of the specified axle load shall be used (AREMA 2.2.3 Design Loads (1997) c (6)).

For two tracks – full axle load,

For three tracks – full axle load on two tracks and one-half on the other track,

For four tracks – full live load on two tracks, one-half on one track, and one-fourth on the remaining track.

The tracks selected for full live load in accordance with the listed limitations shall be those tracks which will produce the most critical design condition on the member under consideration.

12) Impact of Axle Loading from on Grade Train on Roof of Underground Structures (For Tunnel Station only)

Effect of impact from axle load shall be considered in design. Magnitude of impact depends on the thickness of ballast and fill between base of rails to top of roof slab. Depth of ballast and fill below rail to top of slab Vertical Impact Load Depth not more than 0.30 m 40% of LL Depth more than 0.30 m but not more than 0.60 m 35% of LL Depth more than 0.60 m but not more than 1.00 m 30% of LL Depth more than 1.00 m but not more than 1.50 m 25% of LL Depth more than 1.50 m but not more than 2.00 m 20% of LL Depth more than 2.00 m but not more than 2.50 m 10% of LL Depth more than 2.50 m 0% of LL



4.2.5.3 Load Combination

Load combinations shall be in accordance with the proposed standards used for the design of structures.

4.2.6 Design Consideration for Station Structure

4.2.6.1 General Philosophy

The general design philosophy is given below:

Table 4.13 General Design Philosophy Item Philosophy

Piling

Service Load design for soil capacity, Load factor design for structural elements, service load for surface crack width check reinforcement bars for bored cast in situ pile shall be provided as required by used code.

Reinforced Concrete Pile cap Load factor design for structural elements and service load for surface crack width check.

Reinforced Concrete Column Load factor design for structural elements and service load for surface crack width check.

Reinforced Concrete Column Head Load factor design for structural elements and service load for surface crack width check.

Reinforced Concrete Portal Frame Load factor design for structural elements service load for surface crack width check.

Pre-stressed Concrete Service load design and capacity check for ultimate load.

All Items Load factor design for structural elements and service load for surface crack width check.

4.2.6.2 Pile Foundation

1) Pile and pile group effect as recommended by AASHTO LRFD Specification 2005 or other International Standard Specifications shall be applied. The calculation of design load per pile should be based on the service load combinations. The severest case of service load combinations shall be adopted for the design.



2) The movement of pile foundation shall be assessed for each pile and as a whole of a group.

Qall = Qult / FS

Where:

Qall = allowable axial capacity

Qult = ultimate axial capacity

FS = factor of safety

3) Factors of safety on piled foundation for different cases are given in Table 4.14.

Table 4.14 Pile Factor of Safety Item Description Design Criteria

1

Load Capacity of single pile 1.1) Compression under permanent loads 1.2) Compression under temporary loads 1.3) Tension under permanent loads 1.4) Tension under temporary loads

FS ≥ 2.5 FS ≥ 1.5 FS ≥ 3.0 FS ≥ 2.0

2 Stability of pile group FS ≥ 2.0

3 3.1) Total Settlement of pile group 3.2) Differential settlement between adjacent piers

≤ 20 mm ≤ 20 mm

Lateral capacity of piles

Piles shall be designed to adequately resist lateral loads transferred onto them from the supported structure by using reference method in AASHTO LRFD Specifications 2005, ACI 336.3R-93, NAVFAC Design Manual DM 7.02 Foundation and Earth Structures or other International Standards.

4.2.6.3 Pile Cap

Piles cap level will be defined case by case to meet construction requirements, such as the support constructions for under-slung trusses.

The differential settlement between pile cap and carriageway nearby also will be considered case by case.



4.3 PARKING BUILDING, MAINTENANCE BUILDING, DEPOT AND WORKSHOP DESIGN

4.3.1 General

The design criteria for these building structures shall be primarily based on International Codes or International Standards. Other relevant International design Codes or International Standards may be used where found appropriate by the approval of SRT.

4.3.2 Design Standards and Codes of Practice

The Design Specification of buildings and general structures is designed in accordance with all applicable portions of the following standards and codes:

ACI : ACI 318-14, Building Code Requirements for Structural Concrete and commentary

: ACI 358.1R-92, Analysis and Design of Reinforced Concrete Guideway Structures

AASHTO : AASHTO, LRFD Bridge Design Specifications – SI Units (2005 Interim Revisions)

AISC : American Institute of Steel Construction, Specifications for Structural Steel Buildings”, March 9, 2005

UBC : Uniform Building Code 1997

EIT : The Engineering Institute of Thailand under H.M. the King’s Patronage

TIS : Thai Industrial Standard

ASTM : American Society for Testing and Materials Standards




4.3.3 Materials



4.3.4.1 Control of Surface Crack

For considerations of durability, the design of surface crack width at service load conditions shall be maintained not more than 0.2 mm.


The following minimum concrete cover (from face of concrete to face of the outermost bar) shall be provided as detailed in Table 4.16.

Table 4.16 Minimum Concrete Cover

Location Cover (mm)

In-Situ piles 75 Precast spun piles 45 Underside of pile caps 75 Piles caps (other than underside) 50 Columns (external face) 40 Superstructure (external face) 40 Columns and superstructure (internal face) 30 Top bars in precast deck without wearing surface 40 Top bars in deck without wearing surface 50 Top bars in precast deck (covered with wearing surface) 35 Top bars in deck (covered with wearing surface) 45 Parapets 30 Side cover to tendon sheathing 50 Bottom cover to tendon sheathing 100

Notes: 1. Concrete covers shown in Table 4.16 are the minimum concrete cover required for durability.

2. For design (and detail of all structural element) the concrete cover shown in Table 4.16 shall increase by 10 mm (tolerance allowance).



4.3.6 Loads

4.3.6.1 Dead Load (D)

1) Self Weight (SW)

When computing the dead load, the unit weight in Table 4.17 shall be used.

Table 4.17 Unit Weight of Dead Load

Material Unit Weight

kN/m3 kg/m3

Steel 76.9 7,850 Cast Iron 70.6 7,200 Aluminium Alloy 27.4 2,800 Timber (untreated) 7.8 800 Plain Concrete 23.5 2,400 Reinforced Concrete 24.5 2,500 Pre-stressing Concrete 25.0 2,550 Ballast 18.0 1,840 Soil 17.6 1,800 Water 9.8 1,000 Lightweight Masonry Brick 1.5 150 Full-Sized Brick 3.5 (kN/m2) 360 (kg/m2) Half-Sized Brick 1.8 (kN/m2) 180 (kg/m2) Light wall 0.5 (kN/m2) 50 (kg/m2) Metal Sheet Roof 0.07 (kN/m2) 7 (kg/m2)

2) Superimposed Dead Load (SDL)

Superimposed dead load of 1.0 kN/m2 (100 kg/m2) shall be applied to the structure.



4.3.6.2 Live Loads

1) Train

Axle loads, track layout, rolling stock arrangement, and related loads shall conform to those specified in Clause 4.1 “Railway Structure Design”.

2) Building Live Load

The minimum Live loads for depot platform, workshop substation and park ‘n’ ride buildings shall be as shown in Table 4.18.

Table 4.18 Minimum Live Load for Buildings

Occupancy or Use Live Load

kN/m2 kg/m2

Workshop Area 10.0 1,000 Material Storage Area 10.0 1,000 Bogie Drop Table Pit Area 10.0 1,000 Wheel Reprofiling Pit Area 15.0 1,500 Operation Control Center Area (OCC) 5.0 500 Management & Administration Area 3.0 300 Roof Area 1.0 100 Stair 5.0 500 Metal sheet roof 0.5 50 Reinforced concrete roof 4.0 400 Lift room 5.0 500 Pump room 10.0 1,000 Air conditioning work - Cooling tower 10.0 1,000 - Chiller’s area 15.0 1,500 - Air hanging Units 5.0 500 Parking Area (Passenger Car) 4.0 400 Parking Area (Bus) 10.0 1,000 Service Zone 5.0 500



3) Wind Load


4) Earthquake


4.3.6.3 Load Combination

Load combinations shall be in accordance with the proposed standards used for the design of structures




BOOK 1/2 : CIVIL WORKS


1/2

VOLUME 3: OUTLINE SPECIFICATIONS

VOLUME 3/1: THE RAIL RELATED WORKS OF THE PROJECT

PART 2: OUTLINE CONSTRUCTION SPECIFITIONS

BOOK 1/2: CIVIL WORKS

ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ 1

หน้า 2-1 Section2:

Earthworks ข้อ 2.1.3

Removal of Unsuitable Material

“2.1.3 Removal of Unsuitable Material The Private Party …………… on

or off the site as directed.”

ให้ใช้ “2.1.3 Removal of Excavated Material All excavated materials either

suitable or unsuitable shall be the property of SRT. The Private Party shall remove and dispose at designated areas on or off the Site, in a manner agreed by SRT, at the expense of the Private Party in the distance not more than 30 kilometer from the location of excavation.

Excavated material if not required by SRT shall be the property of the Private Party. The Private Party shall remove and dispose out of the Site at the expense of the Private Party including claims arising from the use of private lands.”

2 หน้า 2-11 Section 2:

Earthworks ข้อ 2.5.3.4 Field

Density Check

ข้อ 2.5.3.4 Field Density Check “ The selected material shall be ……………………… with AASHTO T99.”

ให้ใช้ ข้อ 2.5.3.4 Field Density Check “ The selected material shall be ……………………… with AASHTO T180.”


ข้ อ 3.1.2.1 Subbase for Flexible

ให้ใช้ ข้ อ 3.1.2.1 Subbase for Flexible


2/2

ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ Roadworks

Pavement “c) When tested in ……….soaked CBR value of 30% …….”

Pavement “c) When tested in ………..soaked CBR value of 25% …….”

4 หน้า 3-2 Section 3: Roadworks

ข้อ 3.1.2.2 Subbase for Rigid Pavement “c) When tested in ……….soaked CBR value of 30% …….”

ให้ใช้ ข้อ 3.1.2.2 Subbase for Rigid Pavement “c) When tested in ………..soaked CBR value of 80% …….”

5 หน้า 4-8 Section 4.4

Cast In Place Piles

ข้อ 4.4.1 Bored Piles “(7) During boring operation, KOREN test, to ……… be conducted by the Private Party”

ให้ใช้ ข้อ 4.4.1 Bored Piles “(7) The Private Party shall provide the Sonic Caliper equipment and testing procure to the SRT’s Representative for consent”

6 9-54 Section 9: Tunneling Works

Clause 9.2.2 General “(a) All aspects of cut and cover …………… , Japan Society of Civil SRTs (JSCE)”

ให้ใช้ Clause 9.2.2 General “(a) All aspects of cut and cover …………… , Japan Society of Civil Engineers (JSCE)”




BOOK 2/2 : BUILDING SERVICES


1/2

VOLUME 3: OUTLINE SPECIFICATIONS

VOLUME 3/1: THE RAIL RELATED WORKS OF THE PROJECT

PART 2: OUTLINE CONSTRUCTION SPECIFITIONS

BOOK 2/2: BUILDING SERVICES

ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ 1 หน้า 1-14 to 1-15

Section 1: Building Services Electrical Works

ย ก เลิ ก Clause 1.2.16 Maintenance ทั้งหมด


Building Services Electrical Works

ข้อ 1.2.3.2 Installation “(1) The Private Party shall ………….

and the recommendation of PEA”

ให้ใช้ ข้อ 1.2.3.2 Installation “(1) The Private Party shall ………….

and the recommendation of MEA or PEA”




















Mechanical Ventilating and

ขัอ 2.8.2.2 Component “(1) Chemical treatment

(a) ………………………………

ให้ใช้ ข้อ 2.8.2.2 Component “(1) Chemical treatment

(a) ………………………………


2/2

ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ Air Conditioning

System (b) ……………………………… (c) A competent set

………………………. MRTA ……… (d) The Private Party

………………………………MRTA”

(b) ……………………………… (c) A competent set

………………………. SRT ……… (d) The Private Party

………………………………SRT” 7 หน้า 2-63

Section 2: Mechanical

Ventilating and Air Conditioning

System

ข้อ 2.9.1.3 Submittals “(1) The contraction……………………”

ให้ใช้ ข้อ 2.9.1.3 Submittals “(1) The Private Party………………..”


Mechanical Ventilating and Air Conditioning

System

ข้อ 2.16.3.1 Installation “(1) The Private Party shall ……....... the recommendation of MEA.”

ให้ใช้ ข้อ 2.16.3.1 Installation “(1) The Private Party shall …….......

the recommendation of MEA or PEA.”

9 หน้า – 97 Section 3:

Plumbing Works

ข้อ (18) Flow Measuring Equipment “(a) Flow Measuring devices

………………………………………… shall become the property of MRTA”

ให้ใช้ ข้อ (18) Flow Measuring Equipment “(a) Flow Measuring devices

………………………………………… shall become the property of SRT”

10 หน้า 3-121 ถึง 3-122 Section 3:

Plumbing Works

ข้อ 3.10.3.1 Installation “(1) The Private Party ……………. of

MEA”

ให้ใช้ ข้อ 3.10.3.1 Installation “(1) The Private Party ……………. of

MEA or PEA” 11 หน้า 4-121

Section 4: Fire Protection

System

ข้อ 4.9.3.1 Installation “(1) The Private Party …………………… and the recommendation of

MEA”

ให้ใช้ ข้อ 4.9.3.1 Installation “(1) The Private Party …………………… and the recommendation of

MEA or PEA”



PART 3 : OUTLINE SPECIFICATIONS FOR RAILWAY

SYSTEMS


1/2

VOLUME 2 : OUTLINE SPECIFICATIONS


PART 3 : OUTLINE SPECIFICATIONS FOR RAILWAY SYSTEMS

ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ 1 2-28

“Passenger Compartment Mock-Up Mock-ups are required which should be constructed in a timely manner to help develop the design concepts, and allow the SRT to give clear creative direction and make decisions throughout the design process and at stage gate reviews. The SRT expects the saloon Mock-ups to be used specifically to inform decisions around 3D-space planning, form, function and aesthetics. For the SRT to make effective timely decisions the Mock-up should include at least: First class seating and

environment, Standard class seating and

environment, Standard and universal access

(TSI PRM 2015 compliant) toilets,

Vestibule, Bistro.”

ให้ใช้ “Passenger Compartment Mock-Up Mock-ups are required which should be constructed in a timely manner to help develop the design concepts, and allow the SRT to give clear creative direction and make decisions throughout the design process and at stage gate reviews. The SRT expects the saloon Mock-ups to be used specifically to inform decisions around 3D-space planning, form, function and aesthetics. For the SRT to make effective timely decisions the Mock-up should include at least: First class seating and

environment, Standard class seating and

environment, Standard and universal access

(TSI PRM 2015 compliant) toilets,

Vestibule”


2/2

ล ำดับ หน้ำ รำยกำรเดิม รำยกำรใหม่ Section 3 : Power Supply Systems

1 3-1 “1.1.5 The following table gives an overview about the main parameters of the stations.”

แทนที่ใหม่ ตามรายละเอียดในเอกสารแนบ 1

2 5-12 “5.2.1 The Broadband Radio System

(BBRS) shall be an IEEE 802.11 based bidirectional point to multipoint system that shall provide mobile wireless broadband connectivity to the trains. Open standards shall be adopted where possible.”

ให้ใช้ “5.2.1 The Broadband Radio System

(BBRS) shall provide mobile wireless broadband connectivity to the trains up to at less 250 km/hrs. Open standards shall be adopted where possible”



1 / 2


Don Mueang - 20+265 DMU Side Platforms 2 tracks

Bang Sue - 6+400 BSG 1 Center Platform Double Length

Beginning of ARL

Extension

0+000

Phaya Thai 0+179 PTH

(E1)

side platforms,

elevated

2 tracks; future

extension to Bang Sue;

interchange with BTS

Ratchaprarop 0+982 RPR

(E2)

side platforms,

elevated

2 tracks

(City Air Terminal)

Makkasan

3+000 (SAE)

3+214 (SAC)

MAS

(E3)

separated island

platforms for High

Speed and City

Line, one side

used, elevated

4 tracks, interchange

with MRTA;

interlocking

Ramkhamhaeng 7+399 RKH

(E4)

side platforms,

elevated

2 tracks

Hua Mak 12+305 HUM

(E5)

island platforms,

elevated

4 tracks;

interlocking

Ban Thap Chang 17+266 BTC

(E6)

side platforms,

elevated

2 tracks

Lat Krabang 23+498 LKB

(E7)

side platforms,

elevated

2 tracks,

interlocking

SA Terminal (Airport) 28+650 SVB

(E8)

island platforms,

underground

4 tracks, PSDs


2 / 2


Chachoengsao 60+620 CCS Island platforms 4 tracks

Chon Buri 109+230 CHB Side platforms 4 tacks

Si Racha 131+900 SRA Island platforms 4 tracks

Pattaya 156+710 PAT Island platforms 4 tracks

U-Tapao 192+163 UTP Island platforms,

underground

4 tracks, PSDs

Documents

ADDENDUM, 1 · 2018-10-07 · อนุญาตให้ใช้เครื่องวิทยุคมนาคมรายอื่น เพื่อป้องกันและแก้ไขปัญหารบกวนระหว่าง