E013.34C PRE ENGINEERED METAL BUILDINGS … · 3.2 These specifications, along with material lists, drawings and attachments, define the minimum requirements for the execution of

THIS DOCUMENT IS PROPRIETARY AND CONFIDENTIAL INFORMATION OF M&G AND ITS LICENSOR AND MAY BE USED ONLY WITH THEIR PRIOR WRITTEN CONSENT.

REV. DESCRIPTION PREP'D. CKD. APPR’D. DATE

0 ISSUED FOR QUOTATION ANM FDO/NG FM 9 DEC 15

FILE NAME: E013.34C-49-02-06 CONTROL ROOM AND LABORATORY ITB

DOC. NO.: E013.34C-49-02-06 REV. 0

PROJECT NO: E013.34C SH. 1 OF 21

AREA : BOP DESCRIPTION: PRE ENGINEERED METAL BUILDINGS SPECIFICATION – CONTROL ROOM, LABORATORY

E013.34C

PRE ENGINEERED METAL BUILDINGS SPECIFICATION – CONTROL ROOM, LABORATORY

M&G RESINS USA, LLC

JUMBO PROJECT

CORPUS CHRISTI, TX, USA

DOC. NO. E013.34C-49-02-06 REV. 0 SHEET 2 OF 21

TABLE OF CONTENTS

1.0 INTRODUCTION ........................................................................................................................ 3

2.0 DEFINITION ............................................................................................................................... 4

3.0 SCOPE OF WORK ..................................................................................................................... 5

4.0 GENERAL REQUIREMENTS .................................................................................................. 14

5.0 PLANNING .............................................................................................................................. 15

6.0 QUALITY ASSURANCE AND QUALITY CONTROL ............................................................... 16

7.0 MANAGEMENT OF HEALTH, SAFETY AND ENVIRONMENTAL .......................................... 16

8.0 ENGINEERING ........................................................................................................................ 16

9.0 PROCUREMENT AND MATERIAL SUPPLY .......................................................................... 16

10.0 MATERIAL HANDLING ........................................................................................................... 18

11.0 SITE FACILITIES ..................................................................................................................... 19

12.0 EXECUTION ............................................................................................................................ 20

13.0 LIST OF ATTACHMENTS ........................................................................................................ 21


1.0 INTRODUCTION

1.1 General information:

Project name : Jumbo

Owner : M&G Resins USA LLC

Project location : City Corpus Christi

County Nueces

State Texas

Nearest road : Joe Fulton Corridor, close to I-37

Nearest rail road : Union Pacific Rail Road Co.

Nearest airport : Corpus Christi International Airport

Nearest port or harbor : Port of Corpus Christi

Nearest water way

access

: Corpus Christi Ship Channel - Viola Channel

1.2 Owner is developing a complex consisting of a Purified Terephthalic Acid (PTA)

production plant and a Polyethylene Terephthalate (PET) production plant, the related

utilities and auxiliary facilities in Corpus Christi, Texas, United States of America.

1.3 All applicable Local, State and Federal regulations apply to the Scope of Work.


2.0 DEFINITION

2.1 EPC CONTEXT

Owner: M&G Resins USA LLC

EPC Company: Sinopec Engineering Group America (SEGA)

Construction Assignee

(CA):

Chemtex International Inc. (CII)

Construction

Management

Companies (CMC):

Mossi Ghisolfi Logistic & Engineering LLC (MGLE)

Sinopec Engineering Group America (SEGA)

Contractor/ Bidder: Any person or company having a contract with EPC

Company/Construction Assignee or Construction

Management Companies for the performance of any

item to be supplied and/or erected and constructed at

the site

2.2 Plant Area

The plant area is divided in four parts, as shown in document 502001-9999-34E Jumbo

Plot Plan:

PET: Polyethylene Terephthalate production facilities and pipe rack

PTA : Purified Terephthalic Acid production facilities

BOP: Balance of Plant facilities

R/D : Railways and Dock facilities


3.0 SCOPE OF WORK

3.1 The Scope of Work includes all labor, materials, equipment, tools, services,

insurance and construction management (Supervision, Health Safety & Environment,

Quality, Planning, Procurement, etc.), and securing all applicable permits (except for

EPA, TCEQ and USACE which were procured by Owner), required to perform and

complete the Scope of Work, as described in the Project Documents (material lists,

drawings and / or as specified herein), and summarized as follows:

Control Room Building

Laboratory Building

The Control Room and the Laboratory buildings were designed as pre-engineered metal

buildings. Structural items included in the Scope of Work are all structural steel framing,

loading ramps and stairway supports. Architectural items included in the Scope of Work

are all exterior cladding (metal wall and roof paneling, flashing, etc.), interior walls,

stairways, doors, windows, millwork, finishes, ceiling grid, flooring and ADA ramps.

Mechanical items included in the Scope of Work are all HVAC equipment and air flow

(supply and return) duct work and fan vents. Electrical items included in the Scope of

Work are all wiring, receptacles, lighting, panels, grounding and conduit. Plumbing items

included in the Scope of Work are all waste water piping, vents, fixtures, water fountains,

toilets, sinks, urinals and floor drains.

3.2 These specifications, along with material lists, drawings and attachments, define

the minimum requirements for the execution of the Scope of Work. The Scope of Work

shall be performed in accordance to the documents listed in Section 13.0 List of

Attachments.

3.3 Bidder shall provide a declaration, on its letterhead, stating that the

documentation attached to this Request for Quotation (RFQ) has been accepted and

used as basis to prepare its proposal. Proposals that do not comply with this


requirement will be excluded from the bid process. In case of conflict between this

document and the Bidder’s proposal, this document shall prevail.

3.4 Bidder shall execute the Scope of Work in full compliance with any and all

regulatory requirements, codes and standards applicable to this project, whether or not

specifically mentioned on these specifications. In case of conflict between provisions of

different documents, codes or standards, the more stringent requirements shall apply.

3.5 Bidder shall minimize, as much as possible, any environmental impact produced

during construction, and be in compliance with what is described in the permits.

3.6 Bidder shall verify that there are no deviations from the submitted documents

approved for construction, unless explicitly authorized by the CA and/or CMC. In case

the Bidder notes any inconsistencies, it shall promptly bring them to the CA’s and/or

CMC’s attention. CA and CMC will coordinate the collaboration among the Contractors

and other Concerned Parties to devise and implement the necessary remedial actions.

3.7 The Bidder, by submitting a bid for this work, represents itself as knowledgeable

and competent in the performance of the work, and includes all things usually and

customarily necessary to provide a complete and finished product, whether specifically

mentioned in the contract documents or not.

3.8 The project documents are in various stages of completion. CMC or CA may

release material lists and drawings for construction in separate, distinct lots. Bidder

acknowledges and agrees that it shall not commence any construction activities until it

receives the Issued for Construction (IFC) documents from CMC or CA.

3.9 Bidder shall be in frequent contact and coordination with CA/CMC for technical,

planning and/or any issues resolution, from the award of the contract until the completion

of the Scope of Work.

3.10 Concrete Scope of Work


The Concrete Scope of Work includes formwork, reinforcing steel, anchor bolts,

embedded steel, trench and pit covers and concrete, and also the following:

Pile caps.

Building walls.

Trenches and pits (including underground piping from structures to local pits).

Slabs on grade.

Pads and curbs.

Concrete slab at elevated floors.

Concrete for underground utilities.

Providing aggregate base above pile caps and below slabs.

Pits outside of above areas.

Demolition (if required due to interferences).

Excavation.

Backfilling and Compaction. Refer to attached Geotechnical Report for the proper

backfilling and compaction requirements.

Foundations for machineries and equipment.

Foundations for steel structure.

Foundation for buildings.

Foundation for piping, electrical and instrumentation supports.

Foundation for lighting pole, cameras, horns, speaker, etc.

All other miscellaneous foundations.

Aggregate base under concrete work.

Fire/Cold proofing.

Supply and install anchor bolts and other embedded items.

Area finishing (chemical coating, epoxy coating, tiles, etc.)

Dewatering (well point or similar method).

Grounding and cathodic protection system from structures to site grid system.

Foundation preparation works and preliminary services, such as interference

removal and delimitation areas of work with fences and sidings.


Execution and preservation of access roads, horizontal signing, paving and

urbanization within the battery limits of the scope work.

Topographic Survey.

The required and necessary testing (included but not limited to: slump, air yield,

cylinder preparation and storage, and compressive strength) through a

laboratory/agency/third party certified and licensed to practice in the State of Texas

will be supplied by CA/CMC.

Other miscellaneous concrete work not mentioned above.

CA/CMC will not accept the use of concreting joints unless specified in the project

documents or previously approved by CA/CMC.

During concrete pours, bases that have inserts such as embedded plates and anchor

bolts, shall be surveyed to verify their correct location and elevation until the end of

these activities.

All repairs of concrete structures (niches, cracks, etc.) shall be performed as per the

specifications. A procedure for these repairs shall be presented by the Bidder for

CA/CMC’s approval.

Spacers and other accessories in concrete shall be approved by CA/CMC.

3.11 Steel Scope of Work

The Steel Scope of Work includes, but is not limited to:

Removal of delimitation and interferences of areas of work such as fences and

sidings.


Checking of topographic survey data relevant to the scope of erection. CMC will

provide Bidders with the existing benchmarks. Bidder shall verify the consistency of

the topographic information, including the coordinates. In case of any discrepancies

they shall be reported to CMC before performing the erection of the affected

structure in order to have the proper indication and information.

Furnish and install grout beneath columns and cleaning after grouting and

installation.

Preparation of the base where the steel structures will be placed, including chipping

the base and laying of steel shims for levelling, installation of special plates at the

base, cleaning and preservation of the already installed anchor bolts from the

moment of the foundation handover for steel structure erection.

The erection, positioning, levelling and alignment of all steel structures and all the

other components shown in the drawings, on their correct coordinates, design

tolerances and manufacturer's recommendations.

Supply and installation of expansion and/or chemical bolts for support, where

required.

Receiving inspection, after CMC handover.

Preservation of materials in the timeframe between the handover from the storage

area to the contract completion date, according to the manuals specifications,

procedures and guidelines.

Removal of transportation beams or devices.

Non Destructive Testing (NDT) where specified.

Survey all column anchor bolts and accept them in writing prior to commencing work.

Furnish and install shim packs beneath column base plates.

Erect all structural steel, included but not limited to columns, beams, frames,

supports; metal floor decking, metal roof decking, grating, chequered plates,

handrails, kick plates, guardrails, ladders and stairs.

Furnish and install temporary bracing for stability of the structure being erected.


Furnish and install safety cables and temporary handrails at edges and all openings.

Furnish and install temporary ladders, scaffolding and stairs.

Shear studs attached to the top of beams shall be installed by the Bidder.

Cut holes in deck for embedded items that penetrate the deck. Install safety railings

as needed.

Furnish and install elevated slabs including reinforcing steel, embedment’s and

concrete. Concrete for slabs will be supplied by the on-site batch plant.

Furnish and install concrete pads and curbs on elevated slabs, including reinforcing

steel, embedment’s and concrete.

Furnish and install all floor drains.

Survey all surfaces receiving equipment, check against latest vendor drawings and

accept them in writing prior to commencing work. Repairs, if necessary, will be paid

on a unit cost basis. Bidder shall provide unit costs for repairs.

Drill holes in steel for bolts connecting equipment to steel. Bolts will be furnished by

CMC/CA.

Bidder shall provide unit costs for rework of steel that needs to be modified.

Provide the touch up painting and restoring of the galvanization in case of damages

occurred during handling, transportation and erection activities of all structural steel

including steel, metal floor decks, metal roof decks, grating, handrails, guardrails,

ladders, stairs and pipe rack modules according to the referenced specifications,

codes and standards. The painting material shall be supplied by Contractor upon the

technical approval by CMC.

The painting damaged underneath the gratings shall be repaired with painting at the

end of erection activities. The Bidder shall remove the gratings and apply the paint

according to the painting procedure. Openings are not allowed and the Bidder shall

provide fencing around any floor openings for safety reasons.

Bidder is responsible for the lifting of all steel structures. Bidder shall present its plan

for the lifting activities indicating the equipment required for lifting of the Steel


Structures. The lifting activities shall include, but not be limited to, cranes, operators,

lifting devices, spread beams, slings, shackles, lugs, and rigging plans.

3.12 Architectural Scope of Work

The Architectural Scope of Work includes, but is not limited to: Masonry wall

construction, exterior wall assemblies, roofing systems, door assemblies, interior walls

and partitions, interior room finishes, steel fire-proofing, select specialties and

accessories, and all associated components necessary to provide a weather-tight

enclosure (where required), and to fit-out new rooms and areas for their assigned use.

Masonry: Provide and install exterior and interior, reinforced concrete block walls

where shown in plan. Include reinforced bond beams, top angle support, and foam-

fill insulation where noted.

Rated Masonry: Provide and install fire-resistance rated reinforced concrete block

walls where shown in plan. Refer to the details provided for fire-stopping of rated

wall penetrations.

Metal Siding: Provide and install exterior metal panel wall where shown on the

elevations. Include flashing, trim, closures, sealing, and gasketing to ensure a

weather-tight wall system.

Exterior Siding Penetrations: Frame and provide / install galvanized sheet metal

plate over large metal wall siding penetrations to allow for utility pipe and cable tray

passage.

Roofing System: Provide and install an adhered membrane sheet over nominal

insulation and cover board as specified. Include flashing, counter-flashing, cants,

termination strips, parapet coping, and all other items required to ensure a weather-

tight roof system.

Roof Paver System: High-traffic locations of building roofs shall be provided with a

raised concrete paver system as specified. Include lock-down pedestals for the wind

uplift design given.


Roof Hatches: Provide and install both pre-fabricated, and field-fabricated roof

access hatches where sized, shown, and noted. Include associated roof curb

assemblies and flashing.

Roof Penetrations: Provide and install neoprene boots, prefabricated roof curbs,

galvanized sheet metal closures, etc., at roof penetrations, to ensure a weather-tight

system.

Roof Drainage: Provide and install pre-finished, galvanized sheet metal gutters,

scuppers, and collector boxes, and plastic pipe downspouts, for storm water direction

to system below.

Doors: Provide and install standard and over-sized door assemblies as shown and

scheduled. Include frames, transoms, glazing, and hardware. Provide rated

assemblies where required.

Partitions: Provide and install metal stud and gypsum board partitions and veneers

where indicated. Partitions / veneers shall be outfitted with thermal batt insulation

between studs.

Metal Liners: Provide and install metal-framed interior metal panel wall liner systems

where indicated. Metal panel liners shall be outfitted with thermal batt insulation

between framing.

Ceiling Insulation: Provide and install spray insulation with gypsum board encasing,

to the underside of metal deck, above conditioned rooms to provide a thermal

resistance value.

Floor Finishes: Refer to Room Finish Schedule. Provide and install concrete

hardeners, sealers, epoxy toppings, and vinyl composition tile where shown and

specified on the drawings.

Floor Striping: Floor paint directing personnel and/or identifying locations of safe

travel, shall provided at locations, and with a pattern and product, as approved by the

Owner.

Wall Finishes: Refer to Room Finish Schedule. Provide and install catalysed epoxy,

polyurethane, and alkyd-resin based paint systems as shown and specified on the

drawings.


Suspended Ceilings: Refer to Room Finish Schedule: Provide and install acoustic

ceiling panels within a suspended, metal grid system.

Steel Fire-proofing: Provide and install intumescent fire-proofing systems on steel

framing and to the underside of metal form deck; where shown and specified on the

drawings. Specific coverage and rating shall be as indicated on the steel framing

plans.

Washroom Accessories: Provide and install washroom accessories as shown and

specified on the drawings. Installation heights shall be in accordance with industry

standard.

Miscellaneous: Associated architectural building components include, but are not

limited to; rough carpentry, compressible fillers, sealants, adhesives, sleeves,

fasteners, etc.

Touch-up painting at finish-painted surfaces, which may be damaged during the

course of construction. Extent of the touch-up painting scope shall be coordinated

with the Owner.

3.13 HVAC Scope of Work

The Heating, Ventilation, and Air Conditioning (HVAC) Scope of Work includes, but is

not limited to:

All necessary equipment, systems and all auxiliary plant including Building

Management Systems.

The design, manufacture, construction, supply, testing, packaging for export,

shipping, transport, delivery to Site, and unloading at Site.

Complete erection, painting, commissioning and putting into normal operation.

Performance and reliability testing on completion and instruction of the personnel for

the HVAC System, which are common to all systems, plant and equipment being

provided under the Mechanical Equipment and Material specifications and all

obligations during the defects liability period as stipulated in the Conditions of

Contract.


All equipment, spare parts and materials used in the construction of the plant shall

be new and unused.

3.14 Topographic Survey

The survey work shall be performed based on the benchmarks provided by CA. Bidder

is responsible for the consistency of this information. If the Bidder identifies any

divergence among the coordinates indicated in the project and the coordinates provided

by CA, these divergences must be reported to the CA, before the execution of any civil

work.

All survey instruments shall be properly calibrated by certified laboratory.

4.0 GENERAL REQUIREMENTS

4.1 The Bidder’s Site Manager shall be based on site. Bidder shall submit the Site

Organization Chart clearly indicating the number of site personnel down to the foreman

level.

4.2 Bidder shall perform a site visit during the bidding stage to familiarize itself with

site conditions.

4.3 The services under this agreement will run concurrently with assembly services

of others areas of the plant, subject therefore to interference, which should be

determined as far as possible in advance. Bidder shall participate in daily coordination

meetings with other parties and CA/CMC where applicable and/or required.

4.4 The Bidder’s personnel hiring process shall not be conducted on the project site.

This activity shall be performed outside of the project site.


4.5 Work permit system (PTW) will be implemented during construction as indicated

in document E013.34E-68-56-02 HSE Manual.

4.6 Perform bolting of piping, equipment and steel structures by means of torque key

or tightening machine when necessary, as per specification requirements.

4.7 Remove all rust inhibitors, such as oil and grease, used to preserve equipment

during construction, and install proper lubricants after review with operations.

4.8 Provide and remove, as needed, temporary fencing or barricades to protect or

allow free access to the operating units.

4.9 Provide sufficient lighting for working.

5.0 PLANNING

5.1 Bidder shall provide a specific Histogram for direct and indirect manpower.

5.2 Bidder shall provide and maintain at the site, a separate, dedicated planner for

each discipline (concrete, steel, architectural, mechanical, electrical, plumbing, HVAC),

for the duration of each activity.

5.3 The erection activities shall follow the main milestones of the project. Refer to

the attached schedule.

5.4 The reporting and planning monitoring shall be performed according to document

E013.34E-56-00-21 Planning and Reporting Procedure.

5.5 CMC/CA, along with Contractor, will define the Work Breakdown Structure

(WBS) based on the man-hour estimates. Based on the agreed-upon WBS, the

Contractor shall present the Financial and Physical S curves.


6.0 QUALITY ASSURANCE AND QUALITY CONTROL

Bidder shall submit a Quality Assurance / Quality Control Plan (QA/QC) for CA/CMC's

review and acceptance. Bidder shall clearly identify its proposed corrective steps in

case performed work is deemed defective and non-compliant with specifications (non–

conformity).

7.0 MANAGEMENT OF HEALTH, SAFETY AND ENVIRONMENTAL

Bidder shall implement a system for managing health, safety and environmental issues

that complies with document E013.34E-68-56-02 HSE Manual.

8.0 ENGINEERING

8.1 Bidder is responsible for identifying and recording all field changes and

modifications necessary to perform the Scope of Work. Bidder shall issue red-marked

“Record Drawings”.

8.2 CA/CMC will provide drawings, technical specification and procedures in

electronic format only. All printed copies are the Bidder’s responsibility.

9.0 PROCUREMENT AND MATERIAL SUPPLY

9.1 All services and supplies required for the execution of the Scope of Work shall be

at the Bidder’s care and expense including, but not limited to:

Consumables and application materials necessary for welding, grinding, cutting,

torching, heating, shimming, grouting, connecting and cleaning.

Chemicals, oils, grease and lubricants, including their proper transportation,

disposal and destination.


Scaffolding material and erection for all required activities.

Lifting equipment for personnel where required.

Lifting equipment for all required activities.

Temporary supports and any necessary devices and its components for erection.

All necessary materials and utilities to perform regulatory-required and

specification-required testing.

All necessary material for welders’ qualification.

All necessary fuel, lubricants and greases necessary to perform the activities of

erection and preservation.

All necessary tools, equipment, power generators, compressors, lifting devices,

lighting devices, slings and shackles.

All necessary calibrated instruments.

All the required material, equipment or tools not mentioned above but necessary

to perform the erection or testing of the scope of work.

Water for all necessary utilities to perform the work required on testing, washing,

cleaning.

All necessary equipment for proper water handling, transportation and disposal.

9.2 Bidder shall supply all the materials, equipment and tools in adequate quantities

to perform the Scope of Work within the contract schedule.

9.3 Bidder shall clearly outline its strategy for securing the necessary resources to

meet the project schedule such as personnel, equipment and potential sub suppliers.

9.4 The material procurement shall be carried out in a way that meets the

requirements of quality and schedule.

9.5 Bidder shall provide proper destination for scrap, wood, chemicals, water

(potable or not), septic tank, and any type of garbage.


10.0 MATERIAL HANDLING

10.1 The Bidder is responsible, for rigging, lifting, hoisting and handling, including

preparation and installation of auxiliary devices, cables, shackles, slings and rigging

plan.

10.2 Bidder is responsible for managing, supervising and directing of any lifting

activities in order to perform the Scope of Work.

10.3 CMC/CA is responsible for transporting the equipment and assembly parts from

the port to the warehouses or laydown areas.

10.4 Bidder is responsible for the internal transportation, loading and unloading, from

the warehouse or laydown areas to the construction area (area of installation).

10.5 Bidder shall receive and promptly inspect all materials and equipment in the

presence of CMC/CA’s Representative.

10.6 Bidder is responsible for the protection, safeguarding, and proper storage of its

own materials, tools and equipment.

10.7 Bidder shall be responsible to perform the storage, protection, safeguarding and

preservation of material and equipment in accordance with the contract requirements

and the manufacturer’s recommendations, in the timeframe between the handover for

erection up to work completion certification.

10.8 Bidder shall send all spare parts to CMC/CA’s warehouse immediately after their

receipt, inspection and acceptance.


11.0 SITE FACILITIES

11.1 CMC/CA will not provide covered areas or warehouses. Bidder is responsible to

build on its assigned area its temporary construction facilities to accommodate its needs

during the execution of the Scope of Work.

11.2 At the completion of its Scope of Work, Bidder shall remove all temporary

facilities and utilities, including underground installations, and return these areas in same

or better conditions than it received them.

11.3 Any laydown and temporary construction facilities shall be properly maintained,

at Bidder’s expenses, during the execution of the Scope of Work.

11.4 Bidder is responsible to implement all the services of basic infrastructure to the

site facilities (install, distribute and maintain), such as fencing, water (potable and non-

potable), data networks, fuels, drainage, sewage, discharge, garbage disposal,

telephone, electrical power, in order to meet the demands expected during the work.

11.5 In case of utilities provided by CA/CMC (power, water, etc.) the Bidder will not

have any right of compensation in case of service interruption.

11.6 Bidder is responsible to supply potable water and chemical toilets for its

personnel in compliance with regulatory requirements.

11.7 Bidder shall not dispose of any materials, liquids, or chemicals of any kind on

site.

11.8 Temporary Road Access: CA/CMC will provide the main road only. Any other

road access necessary for the work execution shall be provided by Bidder at its own

expense.

11.9 Bidder’s employees will not be allowed to park their personal transportation

vehicles inside the project site. CMC/CA will provide remote offsite parking facilities for


contractors’ employees. Bidder shall provide, at its own expense, buses for the

transportation of its employees from the remote offsite parking facilities to the project

site.

12.0 EXECUTION

12.1 Work Execution

Bidder shall submit the Technical Proposal for the Work Execution according to

document E013.34E-68-56-01 Preparation of Technical Proposal for the Construction

Works Execution.

12.2 Project Coordination and Communications

Bidder shall be in frequent contact and coordination with CA/CMC for technical, planning

and/or any issues resolution, from the award of the contract until the completion of the

Scope of Work.

12.3 Bench Marks and Monuments

CMC/CA has surveyed the site and established benchmarks. CMC/CA, through

CA/CMC, will provide Bidder with the existing topographic information. Bidder shall

carefully maintain existing benchmarks and monuments, and, if disturbed or destroyed

by the Contractor’s actions, replace them as directed.

12.4 Temporary Protection

Bidder shall protect structures, utilities, sidewalks, pavements, and other facilities from

damages caused by settlement, lateral movement, undermining, washout, and other

hazards created by earthwork operations.


13.0 LIST OF ATTACHMENTS

Item No. Doc. Number Document Name

1 502001-9999-34E Jumbo Plot Plan

2 E013.34E-56-00-04 Numbering System

3 E013.34E-56-00-15 Document Handling Procedure for

Vendors

4 E013.34E-56-00-16 Instruction for Vendor Documentation and

Final Vendor Documentation Handover

5 E013.34E-56-00-21 Planning and Reporting Procedure

6 E013.34E-56-00-40 QC Coordination Procedures with

Suppliers

7 E013.34E-56-00-41 Minimum Inspection Requirements

8 E013 34E-56-00-48 Document Handling Procedure for

Construction Contractors

9 E013 34E-56-00-49 Correspondence Procedure for

Construction

10 E013.34E-68-56-01 Preparation of Technical Proposal for the

Construction Works Execution

11 E013.34E-68-56-02 HSE Manual for Construction Works

12 PIP STF05121 Fabrication and Installation of Anchor

Bolts

13 PIP STI03310 Concrete General Notes and Typical

Details

14 PIP STS03001 Plain and Reinforced Concrete

Specification

15 Cntrl_Rm_Lab_Drawing_List_20151209 Drawing List

16 (See Drawing List) Drawings

17 G112139 Geotechnical Report

18 E013.34C-49-02-06 Bid Form