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QUALITY CONTROL SUPPORT AND INSPECTIONS FOR HUMANITARIAN PROJECTS IN INDONESIA POD IDIQ Contract # W912UM-07-D-0004

No. 063/ZAi/B.900 Mssrs.: CH2M HILL Denver office 9191 South Jamaica Street, Englewood, CO, 80112-5946, USA.

Jakarta, 25 October 2007

Attn: Daena Mulleitner ([email protected])

Dear Madam, First of all, we would like to thank you for this opportunity. With reference to your Request for Proposal for POD IDIQ Contract No. W912UM-07-D0004 Task Order 2 for Humanitarian Assistance Indonesia dated 20 September 2007, we herewith would like to submit our Bid Proposal with the following contents: -

Technical Proposal Commercial Proposal Subcontractor Pre qualification Package Subcontractor Safety Performance Questionnaire

We hope that our proposal would be of interest for you and we’re waiting for your further information. Should there be any points requiring further clarification, please do not hesitate to contact us. Thank you for your kind attention and cooperation. Yours Faithfully, PT ENCONA INTI INDUSTRI

HARYONO YB PRESIDENT DIRECTOR Cc: file

Quality Control Support and Inspections for Humanitarian Projects in Indonesia POD IDIQ Contract # W912UM-07-D-0004

TECHNICAL PROPOSAL

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PRELIMINARY TECHNICAL APPROACH

1. INTRODUCTION The involvement of QC SUBCONTRACTOR starts at the very beginning of the project, according to the sequence below: a. Project Strategy b. Design Management and Coordination c. Bidding Phase d. Construction Phase e. Fit out Management, Testing and Commissioning. f.

Hand Over

2. PROJECT STRATEGY Before construction of the projects that locate at different location and relatively apart from the other, adequate time for planning are suggested to evaluate strategy and to prepare project’s planning. It is really important to ensure that risks and strength are identified and anticipated. And then steps of solution and project programming can be arranged to ensure project’s goal achievement. The strategy will include: ƒ

Project organization. This consists of Project Manager, Site Superintendent, Construction Management, Supervisor, etc.

ƒ

Determination of Optimum Capital Budgeting and Cost Cutting effort.

ƒ

Procurement method and requirement of D-B Subcontractor

ƒ

Construction Method

ƒ

Project Controlling

ƒ

Response to actual local issues that are directly connected to the project

Those conceptual strategic should be accommodated and QC SUBCONTRACTOR will suggest further input in project execution strategy according to information obtained. 3. DESIGN MANAGEMENT AND COORDINATION Considering the project location are scattered, coordination among disciplines need to be simplify, and difficulty of getting appropriate Design Subcontractor must be anticipated, we propose to

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complete design of certain projects using in house architect and engineering. Therefore, concepts and ideas can be directly proposed to CH2M HILL in planned drawing and specification. 3.1. DESIGN PROCESS For having quality assurance of design, QC SUBCONTRACTOR will ensure that all steps in design process have done appropriately. Those steps are at least: ƒ

Terms of Reference (TOR) arrangement. TOR document must at least consist of : o

Goal or target to be achieved

o

Physical requirement

o

Building Capacity

o

Schedule and time limit

o

Standard, quality and cost limitation

o

Scope of Work of Architect and Engineer

o

Terms and procedures of work

o

Output or deliverables

ƒ

Design Issues & Approval

ƒ

Survey

ƒ

Design Concept & Approval

ƒ

Design Development & Approval

ƒ

Detailed Design & Approval

ƒ

Final Design Document & Approval

ƒ

Authorization Process

ƒ

Presentation

3.2. DESIGN INTERPHASE-COORDINATION In design phase QC SUBCONTRACTOR has roles as design coordinator and design team. As design coordinator, QC SUBCONTRACTOR support design team to do interphase coordination among disciplines. Interphase controlling is very important to ensure design’s quality and constructability.

Design interphase is done through regular meeting coordination and design

control procedures. Design control procedure described as follows: ƒ

Design Planning:

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o

Design Planning "Job Instruction" should be prepared.

o

Organizational and technical interfaces between different departments shall be identified, and the necessary information shall be documented, transmitted, and reviewed through project meetings.

ƒ

Design Input: o

Design input requirements including specifications, as well as applicable statutory and regulatory requirements will be identified and documented, and their selection shall be reviewed for adequacy.

o ƒ

Design input requirements will include the contract review results

Design Output: o

Design outputs shall be documented and described in drawings, specifications, purchasing data, calculations and analyses etc.

o

Design outputs shall be reviewed and verified before issuing for use.

o

Design outputs shall meet the design input requirements and contain or make references to accept criteria.

ƒ

Design Review: o

Design reviews shall be performed in accordance with "Design Review and Verification Procedure" to ensure that prepared design outputs conform to the design input requirements at appropriate design stage. Design review results shall be recorded and maintained. Design review may include design interface check by relevant teams.

o

Design outputs requiring CH2M HILL approval shall be reviewed or approved prior to issuing for use or for construction

ƒ

Design Verification: o

Design Verification shall be performed to ensure that design outputs satisfy the specified design input requirements according to "Design Review and Verification Procedure”.

ƒ

Design Changes: o

Design Changes and modifications shall be identified, documented, reviewed and approved.

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Design changes shall be controlled by the same method applied at earlier design control.

o

The design change control shall be performed in accordance with "Design Change Procedure".

Design approval process sometimes impedes design schedule especially if procedure of approval not properly prepared. QC SUBCONTRACTOR in project plan will determine it after consulted with all team.

3.3. DESIGN STANDARDS Detail Design will be performed in accordance with the latest version of applicable local and national standards, laws and regulations. In the event of conflict between such standards, specifications, laws and/or regulations, QC SUBCONTRACTOR shall obtain CH2M HILL guidance on the applicable standard, specification, law and/or regulations. In the absence of any specific CH2M HILL instruction to the contrary, QC SUBCONTRACTOR will comply with the most stringent standards, specification, laws and/or regulations.

3.4. CONSTRUCTABILITY & MAINTAINABILITY Construction aspect must be considered since design concept arrangement for determined main construction method of main building component and other component. For example is prefabrication, preassembly, modular building system, or construction staging. Standardization design by using manufacturer standard dimension and Mechanical & Electrical (M&E) standard connection will increase constructability of design and also easiness in duplicating and repetition of element building construction. For example is the usage of formwork. QC SUBCONTRACTOR will study maintainability aspects of designs through constructabilitymaintainability evaluation standard procedures.

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3.5. DESIGN OPTIMIZATION QC SUBCONTRACTOR will ensure that all building component, especially high cost component, have review through value optimization process to achieve cost effective design. Review of design alternatives are very important to be done from the first step design (design concept), to achieve significant cost-cutting effect.

3.6. ADEQUACY OF DESIGN QC SUBCONTRACTOR will ensure that design process will product adequate design to execute and construct.

Including in this point is Design Quality, Sufficiency, Clarity, Completeness,

Simplicity and Reliability. Drawing quality, also with specification and other construction information needed, will affect construction productivity. If necessary, detail and form that is to complicated need to be avoided. On the contrary, unfinished design or not detailed design will enforce site team to find their own solution. This will delay construction activity, resulting inefficiency and at the end follow-on uncontrolled extra cost activity, like demolished, reconstruction, extra work, over time, etc.

3.7. ENVIROMENT EFFECT Although this project is not a large scale construction, but QC SUBCONTRACTOR will ensure that design already consider potential effect to environment which will affect the project success if not properly handled. Common effects are: ƒ

Noise and Vibration. During construction, noise and vibration will occur, so site management of Construction Subcontractor must be checked. The noise from heavy equipment usage must be finely anticipated.

ƒ

Water. Waste water will cause sensitive case among society if the treatment is not proper.

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Traffic A study must be done to ensure that new traffic in construction and operation phase can be handled.

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Sosio-Economic Planner and QC SUBCONTRACTOR must observe potential effect caused by project to surrounding society and potential effect from society to project in contrary.

Identification and mitigation plan of this effect must be part of the project’s plan.

3.8. SAFETY AND SECURITY ISSUES Considering that facility being constructed is public facility, safety and security will become important point of interest by all team, so a special treatment need to be done in this project. 3.9. DOCUMENT CONTROL PROCEDURE QC SUBCONTRACTOR will develop and maintain computerized systems and procedures to identify and log communications and documentation transmission / receipts in electronic format in accordance with CH2M HILL’s requirements. The system will cater for project documentation both produced by QC SUBCONTRACTOR and for Construction Subcontractor / Supplier document relating to purchased materials and equipment and Services. The system will incorporate facilities to ensure the accurate issue, tracking and monitoring of documentation and shall ensure that up-to-date document register are available at all times and issued to CH2M HILL every 2 weeks. Document Control will be operate by a document administrator to be provided by QC SUBCONTRACTOR staffed with sufficient dedicated and competent technical and clerical personnel to enable documents to be received, registered, and issued to CH2M HILL, QC SUBCONTRACTOR and Construction Subcontractor in a timely way. Document control section will be electronically centralized with hubs for accessibility for other locations. Document control at least consists of: ƒ

Control of deliverables as stated in master list of document

ƒ

Control of Internal review cycles. This is production status control which explains progress of each deliverables since project started until first hand over.

ƒ

Control of interfaces or information exchange

ƒ

Control of information changes which has been appointed by change control register.

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Control of approval process from proposed deliverable until get approval.

3.9.1. Design Document Register QC SUBCONTRACTOR will set up and maintain a computerized Design Document Register, which shall provide a complete listing of all documents and drawings produced by QC SUBCONTRACTOR and Construction Subcontractor/Suppliers. This register shall be able to provide accurate and up-to-date information on the current status of all registered documents and drawings. Each record on the Document Design Register will include, a minimum, the following data: ƒ

Document/drawing number

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Document/drawing title shown on the document

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Latest revision number and date on issue to CH2M HILL

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Transmittal number of issue to CH2M HILL

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Status

ƒ

Summarized issue information clearly indicating the dates of previous issues.

ƒ

The format of the Design Document Register will be agreed with and distributed every 2 weeks.

Regular reports on Construction Subcontractor/Supplier's documentation will be submitted to CH2M HILL. This will include, as minimum: ƒ

Documents/drawings due/overdue from Construction Subcontractor/Supplier

ƒ

Documents/drawings due/overdue for return to Construction Subcontractor/Supplier.

3.9.2. Filing and Archiving QC SUBCONTRACTOR will set and maintain a centralized filing system for both technical documentation (documents and drawings) and correspondence. Separate Design and Supplier/Construction Subcontractor files shall be maintained with the latest revision of each original document/drawing held in reproducible and electronic form. This requirement shall apply to both QC SUBCONTRACTOR and CH2M HILL technical data and correspondence. QC SUBCONTRACTOR document control will include: ƒ

Set-up and review of a Document Distribution Matrix for both CH2M HILL and QC

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SUBCONTRACTOR ƒ

Ensure pertinent issues are available at all locations

ƒ

Changes are in writing or traceable to electronic version and processed efficiently

ƒ

Record changes with the ability to demonstrate changes following CH2M HILL approval of documents.

3.9.3. Dispatch Documents All documents, with the exception of telefaxes, memoranda, e-mail, and letters will be sent under cover of a uniquely numbered Document Transmittal. For reference purposes all transmittal sheet shall be numbered sequentially and shall bear the Contract Number and QC SUBCONTRACTOR Project Title. Documents or Drawings in differing stages of release e.g. 'FOR COMMENT', 'FOR INFORMATION', 'CONSTRUCTION RELEASED' etc., will be submitted with separate transmittals. To facilitate the distribution, drawings and documents of a different nature will not be sent under cover of one transmittal sheet. Document will be grouped under separate transmittals such as, but not be limited to the following: ƒ

Area/Location

ƒ

General

ƒ

Specific area

ƒ

Discipline

3.9.4. Manpower Scheduling QC SUBCONTRACTOR will ensure that the schedule and manpower plan is established and agreed with CH2M HILL, for each Work Authorization. QC SUBCONTRACTOR schedule will be manpower resources loaded by discipline including all eligible personnel. QC SUBCONTRACTOR will provide in the monthly report histogram showing the weekly manpower requirements and availabilities by discipline for Work Authorization "rolled up" to totals for all Work Authorizations. QC SUBCONTRACTOR will endeavor to maintain manpower leveled plans. In the event of significant manpower overloads or under loads, QC SUBCONTRACTOR shall prepare and communicate to CH2M HILL a detailed plan of the remedial measures QC SUBCONTRACTOR will take to manage this deviation while maintaining the schedule dates.

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3.9.5. Construction Subcontractor Drawings QC SUBCONTRACTOR will review and comment upon received construction subcontractor drawings.

3.10.

CONTRACT PACKAGING

QC SUBCONTRACTOR will evaluate work package by considering: ƒ

Possibility to shorten construction time schedule

ƒ

Quality expected of certain work

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Sequencing of construction work

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Long-lead items

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Load of work capital of construction subcontractor in this crisis economy situation

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Risk distribution and contractor’s responsibility

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Project cost cutting

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Public campaign for the project persistence by involving local strength.

ƒ

Public Campaign untuk keberlangsungan Pekerjaan dengan melibatkan potensi peran lokal.

QC SUBCONTRACTOR will extra carefulness to set the project work, as it will affect complexity of construction management or work quality and as the result productivity and whole construction quality will impede.

4. BIDDING PHASE In tendering phase, QC SUBCONTRACTOR will support CH2M HILL to procure construction subcontractor. QC SUBCONTRACTOR’s services are as follows : ƒ

Arranging tender agenda

ƒ

Acting as the POC and tender committee

ƒ

Arranging tender procedure

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Determining criteria of participant

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Determining criteria of selection

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Determining Engineer’s Estimate as ceiling price

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Providing punctual tender document

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Doing Pra-Qualification process

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Determining location, facility and budget for tender activity

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Evaluating submitted proposals based on selection criteria and providing recommendations to CH2M HILL for construction subcontractor

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Notifying construction subcontractors of the selection result

5. CONSTRUCTION MANAGEMENT Construction management basically are management of execution to reach project’s goal in planned

budget, time and quality. Many factors involved support the project success, for

example: ƒ

Good partnership spirit among project’s participants

ƒ

CM leadership role

ƒ

Sufficient design to contract and construct

ƒ

Sufficient project planning

QC SUBCONTRACTOR divides construction phase in 4 stages as seen on picture below. ÍPREPARATIONÎÍCONSTRUCTION

ÎÍTESTING

&

COMMISIONING

ÎÍ

MAINTENANCE Î Preparation and construction stages are described as follows: A. PREPARATION In this stage, QC SUBCONTRCONTRACTOR will study all contract documents of Construction Subcontractor that consist of: ƒ

Construction drawing

ƒ

Technical Specification

ƒ

Bill of Quantity

ƒ

Memorandum

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Schedule of construction

On Kick of Meeting, QC SUBCONTRCONTRACTOR

will explain to Construction

Subcontractor about some procedures such as: ƒ

procedure of Material Approval

ƒ

procedure of Shop Drawing Approval

ƒ

procedure of work permit

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procedure of supervising work progress

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procedure of publishing progress report

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procedure of hand over

B. CONSTRUCTION Based on construction drawing, Construction Subcontractor must make shop drawing. Shop drawing must show details, measurement, material, and if necessary, tools needed to make construction work easier. Basically to execute their job, Construction Subcontractor must go through certain phase such as: ƒ

Approval slip of approved shop drawing

ƒ

Approval slip of approved material

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Checking of construction preparation

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Permit to execute the construction work

At least 2 weeks before start the construction, Construction Subcontractor must submit shop drawing for approval. The procedure as follows:

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N CONTRACT DOCUMENT

SHOP DRAWING SUBMISSION

FORM A

FORM B

EVALUATION BY CM & QS

APPROVAL BY CM

Y

WORK PREPARATION

Y

N

STORED DATA

Y

APPROVAL BY DESIGNER & CH2M HILL

N

Y

SHOP DRAWING SUBMISSIONÎ EVALUATIONÎ APPROVAL & REVISIONÎ CONSTRUCTION PREPARATIONÎ

By referring to contract document, Construction Subcontractor makes shop drawing and submits it. If there is no difference between shop drawing and construction drawing, then Construction Subcontractor uses Form A and Construction Management (CM) will evaluate the shop drawing in maximum 1 week. If there is any correction, Construction Subcontractor must revise it. Time consume for submission until approval is maximum 2 weeks. If there are some differences between shop drawing and construction drawing, then CM together with Quantity Surveyor will evaluate and then submit to designer and CH2M HILL for approval. Process from submission until approval is maximum 2 weeks. Other approval for starting the construction work is material approval. This process is similar with shop drawing approval.

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N CONTRACT DOCUMENT

MATERIAL SUBMISSION

FORM A

APPROVAL BY CM

FORM B

EVALUATION BY CM & QS

Y

WORK PREPARATION

Y

N

STORED DATA

Y

APPROVAL BY DESIGNER & CH2M HILL

N

Y

Before starting the construction work, QC SUBCONTRACTOR will check construction subcontractor readiness based on preparation checklist for construction subcontractor.

If

construction subcontractor is ready (reflected on the checklist), permit for starting the work will be issued.

Herewith are several points needed to be paid attention to: 5.1. CONSTRUCTION INFRASTRUCTURE FACILITY QC SUBCONTRACTOR will ensure that infrastructure facility and utility needed must be planned before hand. For example: ƒ

Water for construction, site office and worker must available already since initial work on site. Either deep-well or others, this must be covered in pay item of contract.

ƒ

Electricity for construction and site office must be available. Capacity and electricity source should be adequate. PT ENCONA INTI INDUSTRI

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Phone line that will be needed for project must be available when the project start

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Worker cabin in project site if possible

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Toilet/urinary for worker

5.2. SITE ARRANGEMENT AND LAY DOWN AREA Effective lay out site will support construction activity and will reduce costs. Area for storage, access, and road which have enough clearances for construction equipment must be provides. Other, accessibility during construction must be ensure not impeded by or impede to construction. Traffic for material and equipment supply during mobilization, construction and demobilization must be considered, especially if the project locates nearby or at busy and hectic lane. Usage of lane on off peak hour must be also considered. QC SUBCONTRACTOR will be coordinate with local authorities concerned.

5.3. MATERIAL MANAGEMENT QC SUBCONTRACTOR primary objectives in executing the material management for the project is to ensure that procurement of all equipment, materials and services necessary for the project by Construction Subcontractor, from the optimum sources in regard to technical, financial and project schedule criteria, taking such factors into consideration as an availability of effective maintenance, including vendors services after the installation as well as standardization and interchangeability of spare parts. QC SUBCONTRACTOR’ strategies to realize the above objective are as follows: ƒ

Maximization of Indonesian Procurement o

Engineering work performed by QC SUBCONTRACTOR will emphases to maximize the procurement from Indonesian sources as long as the specifications, quality, delivery and overall cost characteristic are equivalent and compatible with CH2M HILL requirement.

o

Based on the knowledge of Indonesia vendor capabilities it has obtained, Construction Subcontractor will suggest QC SUBCONTRACTOR to arrange for providing necessary technical assistance of fabrication supervision to vendors to ensure the delivery schedule or required quality of equipment and materials.

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standardization of equipment o

CONTRACTOR will implement the standardization of equipment to simplify and minimize the stock of spare part such as Grouping the various types and models of related or logically combined functional equipment to maximize purchasing leverage while minimizing spare parts and servicing requirements.

o ƒ

Limiting in the selection and recommendation of makes of purchased equipment

Schedule oriented procurement operations o

QC SUBBCONTRACTOR will ensure that all procurement efforts rendered by Construction Subcontractor will be directed toward the on-schedule delivery of equipment and materials to the site.

The following is brief description of the procurement procedure: 5.3.1. Purchasing Construction Subcontractor will check and prepare the product or material details for review by QC SUBCONTRACTOR. QC SUBCONTRACTOR will submit on the appropriate CH2M HILL material submittal form for approval. 5.3.2. Expediting Expediting begins from the day of the purchase order is issued to the Vendor by Construction Subcontractor. QC SUBCONTRACTOR receives the receiving schedule and status from Construction Subcontractor and ensuring that it meets with schedule requirement such as: ƒ

material shipping schedules

ƒ

material receipt status

ƒ

requisition list with Vendor promised delivery date

ƒ

material expediting status report

ƒ

delivery schedule which shall meet field construction schedule

QC SUBCONTRACTOR will expedite and advise corrective action as required such as: ƒ

ensure Construction Subcontractor to expedite transport to site for shipped and unloaded cargos

ƒ

check transit area to minimize loss time with Construction Subcontractor

ƒ

push Construction Subcontractor to expedite for delayed material

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push Construction Subcontractor to requisition for unordered material

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advise Construction Subcontractor to adjust manpower / equipment for accelerate transportations required

A schedule listing the delivery dates will be submitted to CH2M HILL. 5.3.3. Inspection QC SUBCONTRACTOR utilizes qualified personnel for inspections and audits in Construction Subcontractor / Vendor's facilities in accordance with requirements stated in CH2M HILL procurement documents and as requested by the Project. This inspection activity is planned and performed to confirm Construction Subcontractor Quality Assurance / Quality Control efforts and to verify product conformity. Specific activities typically include: ƒ

Providing sufficient surveillance of Construction Subcontractor facilities, monitoring inspection progress, coordinating the resolution of nonconformance, unsatisfactory conditions and resolving questions / concerns raised by inspection personnel.

ƒ

Insuring all specified activities in the fabrication / manufacturing cycle conform to applicable specifications, codes/standards, welding procedures, non-destructive examination (NOE) requirements, etc.

ƒ

Coordinating inspection assignments with Construction Subcontractor’s shops to ensure schedules are maintained.

ƒ

Conducting pre-inspection meetings at Construction Subcontractor’s shops, as soon as possible, after receipt of an inspection assignment and prior to production.

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Monitoring via verifying, witnessing or performing those activities necessary to provide assurance that the Construction Subcontractor is complying with all quality and technical requirements of the Purchase Order.

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Preparing and submit Inspection Reports of all Construction Subcontractor’s shop visits within 24 hours after the visit, documenting pertinent results of the inspection.

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Assisting Construction Subcontractor in clarifying unresolved issues and correcting unsatisfactory items and nonconformance.

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Issuing Certificates of Compliance after Construction Subcontractor have complied with the Purchase Order / Requisition requirements and materials have been satisfactorily packaged and released for transportation.

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Issuing Final Inspection Report briefly summarizing the completion of the inspection attributes and the closure of inspection activities.

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5.3.4. Inspection Plan The Inspection Plan to be prepared for the project will be based on the Inspection Activity Plan (lAP) that the Construction Subcontractor always prepares for each Material Requisition. This lAP document (sometimes also referred to as Inspection Data Sheet) defines the type and extent of the activity to be performed by Construction Subcontractor and acknowledge by QC SUBCONTRACTOR. QC SUBCONTRACTOR will ensure that for each specific project and for each specific group of items, the Standard lAP will be revised and tailored taking into account the following: ƒ

Type of project

ƒ

Client requirements and/or specifications and applicable codes

ƒ

Proper characteristics of the specific item (i.e. low temperature, high pressure, lethal service etc.).

Construction Subcontractor shall attach the tailored lAP to the Material Requisition (MR) issued for inquiry and discussed with the potential Vendors at the time of negotiation. CONTRACTOR will ensure that each pertinent MR when issued for order. 5.3.5. Inspection Activity The QI will be responsible for carrying out progressive inspections on the scheduled dates in strict accordance with the instructions given by the QC SUBCONTRACTOR. Kick-of meeting for major equipment may be held with Construction Subcontractor/ manufacturers to maintain good communication during fabrication of equipment and/or materials. The agenda will include, but not be limited to the following: ƒ

Clarification of the person-in-charge, both QC SUBCONTRACTOR and Construction Subcontractor/ Manufacturers.

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Confirmation of the contents of requisition and of special requirements

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Confirmation of the preliminary manufacturing schedule

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Confirmation of special inspection requirements

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Pre-inspection meetings will be arranged when necessary for important supplies in order to resolve questions arisen in compliance with the specifications, and / or to establish a tentative inspection schedule, and/or to define hold points according to the lAP, and / or review SubSupplier's List and determine which companies require further evaluation or inspection. The following are examples of the agenda items to be covered. ƒ

Purchase order requirements

ƒ

Code and Specification

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Scope of third-party inspection agency for statutory requirements

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MPS, PQR and welders' performance records

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Manufacturers' inspection program, inspection points, witnessing of tests

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Fabrication schedule

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Nondestructive inspection requirements

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Hydrostatic or pneumatic tests (if required)

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Additional or Special inspection requirements

ƒ

Extent of QC SUBCONTRACTOR’s inspection and CH2M HILL inspection.

Discussions and conclusions of the meeting will be reported by the QI to the SQI via a precise and detailed "Minutes of Meeting". The QI shall follow up, until release of equipment or materials, all items covered by the pre-inspection meeting. Under the following conditions, a pre-inspection meeting may not be held, subject to SQI's discretion. Construction Subcontractor/ Vendor have done business with CH2M HILL previously and are regarded as maintaining adequate inspection and quality. Construction Subcontractor / Vendor has extensive experience and no trouble is anticipate in the fabrication process The inspection procedure is simple and no misunderstanding is existed between the vendor and QC SUBCONTRACTOR / CH2M HILL. Visit for testing (intermediate or final) is made by Construction Subcontractor’s inspectors on the basis of the lAP. After every visit the Construction Subcontractor’s inspectors will compile an Inspection Report and send it to the QC SUBCONTRACTOR.

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The QI who, during his inspection activities and / or after any intermediate or final test, finds that the material /equipment is not in conformity with the prescription of the order must issue to the Construction Subcontractor/ Supplier a Non-Conformity Note, which clearly specifies the reasons of nonconformity and any possible remedial action. 5.3.6. Non-conformance during Manufacturer When any non-conformance occurs during manufacturing and inspection, the responsible inspector shall prepare a trouble report according to the SQI's instructions. The trouble report shall outline the non-conformance and describe the cause and outline the countermeasures thereto. The SQI shall request that the Engineering Coordinator concerned evaluate the failure and decide on countermeasures and shall consult with the engineering group. The engineering group shall coordinate between the necessary personnel involved. 5.3.7. Equipment and Materials Accepted as Non-conforming When the equipment / materials are to be accepted as being in non-conformance with the specification as a result of the evaluation of, the non-conformance, the relevant documents and specifications shall be revised accordingly. When repair or a modification of such failure is required, the repair procedure shall be prepared by the manufacturer for review by QC SUBCONTRACTOR and approval by CH2M HILL, then, the repair or modification work shall be carried out. In addition to the countermeasures, measures to prevent the recurrence of such failure shall also be established. For non-conformance items, tags marked "HOLD" or "REJECT" or the like shall be affixed to avoid use in error then to be quarantined. When the final test has a positive outcome, the Inspector will issues to the Supplier the Release Note that authorizes the vendor to ship the material. The issue of the Release Note must be subordinated to the fulfillment, by the Supplier, of all the duties regarding the preparation and finalization of related technical and commercial documents

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connected with the order including testing certificates, analysis certificates, etc. and shipping documents (in case off-shore items). Furthermore it is the responsibility of the QI to ascertain, before issuing the Release Note, that the Construction Subcontractor has followed the instruction relative to marking, color coding (piping materials) and packing prescribed by the Construction Subcontractor. 5.3.8. Materials Certificates Materials certificates for the pressure retaining parts shall be submitted by the vendor in accordance with the relevant specifications. Construction Subcontractor shall check the certificate and confirm the correctness of the identification marks on the materials and shall be reported to QC SUBCONTRACTOR. 5.4. SAFETY AND SECURITY Safety and security during construction usually consist of: ƒ

ƒ

Safety: o

Regulation of Safety working on site

o

Safety working organization

o

Safety working facility, such as helmet, sling, signage, first aid kit, etc.

o

Training

o

Periodic inspection

Security: o

Security organization, personnel included

o

Permit and necessary contacts

o

Security regulation on site

o

Security equipment, such as fence, gate, guarding towers, spot lights, ID card, handy

talky, etc.

ƒ

o

Training

o

Periodic Inspection

Cleanliness: o

Site cleanliness regulation

o

Cleaning organization

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Field cleanliness facility

o

Routine Inspection

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5.5. ENVIROMENTAL PROTECTION Side effects handling must be ensured covered in specification, drawings and other document planning and also direct or compensation pay item need to be available by Construction Contractor or other project team. Soil Dirt

During construction time, soil work will cause excess dirt that are scattered everywhere. This should be handled. For example, each soil truck going out from the site must be covered by a sheet of plastic.

Noise and Vibration Drilling activity, usage of generators etc, during construction work will also generate noise and vibration. This can be handled by for example the usage of silencers. Ash

Soil work and others construction work will always generate ash. This can be handled by for example sprinkling water regularly on non-pavement areas.

Water

Construction activities usually cause of sedimentation in nearby ditch. Any ditch crossing construction site must be ensured its condition, by for example eliminating sedimentation or executing the construction project not on rainy season.

Traffic

Traffic need to be studied during project planning phase to ensure new traffic caused by construction can be controlled, both during the construction time and during operational.

Sosio-economic

Need to consider all local strength that can be contributed by surrounding society to support projects smoothness.

5.6. PROJECT CONTROLLING Project controlling basically consist of controlling management plans and will involve: ƒ

Schedule controlling

ƒ

Scope of work controlling

ƒ

Cost controlling

ƒ

Document controlling

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Quality controlling

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Risk controlling

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Controlling process goes through steps of: ƒ

Report

ƒ

Analysis

ƒ

Identification of changes required

ƒ

Cause checking

ƒ

Determination of correction steps

Reports used for controlling are progress reports, which resulting in Project Plan Updates, including plan of correction. Risk Controlling is plan of corrective action noted in every report as response to certain problem. Even though documentation of periodic control recorded through weekly report, biweekly and monthly, but in reality project controlling will be done on daily basis. Controlling activity will also reflecting in weekly progress meeting. 5.6.1. Schedule Controlling A realistic project schedule is accountable and easiness in controlling. Schedule controlling can also be done nicely if information of activity plan are nicely noted and well organized, started from master schedule as a baseline. Schedule must consist of all project activity such as: ƒ

Project Preparation Phase

ƒ

Design Phase

ƒ

Tendering Phase

ƒ

Demolition Works

ƒ

Construction phase

ƒ

Fitting out phase

ƒ

Commissioning-handover-migration phase

Which are made in hierarchy, as follows: ƒ

Project Master Schedule

ƒ

Individual Contract Schedule

ƒ

Be-Weekly Schedule

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Controlling process will be effective if done through priority list, started from strategic milestone and crucial or critical work during project execution, coordinating schedule periodically, handling progress or obstacle responsively. Critical path and obstacles that can be immediately identified in schedule controlling are: ƒ

Milestone as determined by owner

ƒ

Long Lead items

ƒ

Fabrication work

ƒ

Finishing work

ƒ

Work changes

ƒ

Weather

ƒ

Critical activities on Critical Path Method

QC SUBCONTRACTOR in arranging master schedule will identify and study those crucial parts /obstacles to obtain priority and arranging solution. QC SUBCONTRACTOR will use special software for planning, monitoring and controlling schedule. As first input in controlling is project schedule, then reevaluating the progress report including request for changes. As the result is updating schedule including several other action plans? Chart of controlling used is Project Schedule Tracker. 5.6.2. Communication Controlling Availability of simple yet effective system of communication and all coordination system basically will ensure project’s controlled. Planning of communication and coordination, as basic communication must be determined at the very beginning after project organization appointed. Coordination plan must consist of: ƒ

coordination among major disciplines or interphasing

ƒ

coordination of responsibility distribution (responsibility chart)

ƒ

coordination with Client and other authorities directly involved, such as institute/agency or contractor

Communication can be done through electronic mail, and other formal such as letters. Periodic meeting are other mean of effective communication media. Meeting will be held daily and weekly.

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QC SUBCONTRACTOR will be held Daily Tailgate Meeting in each morning at the site to discuss the following subjects, as a minimum: ƒ

The work planned for the day

ƒ

Changes in work assignment

ƒ

Health and safety issues

ƒ

Review problems encountered the previous day

ƒ

Sign the safety task assignment form prior to beginning any work on site

At Weekly Progress Meeting, project’s team will discuss: ƒ

Construction progress

ƒ

Technical, engineering or regulatory issues

ƒ

Progress schedule

ƒ

Submissions schedule

ƒ

Contractual issues

ƒ

Changes in work assignment

ƒ

Follow up and corrective action

All communication and coordination activity will be noted on minutes of meeting. 5.6.3. Scope of Work Controlling Scope of Work Controlling is management plan and scope of work control that the items are defined from contract and arranged into main WBS (Work Breakdown Structure), with measured definitions that become baseline to work’s execution. At the implementation, the result will be verified, inspected and approved or not approved through reports or agenda. For controlling, input used is main WBS, Scope of Work baseline that comes from TOR and contract documents, progress report and changes in assignment. 6. FIT-OUT MANAGEMENT, COMMISSIONING & HAND OVER Fit out activity, testing, commissioning, and hand over are specific action need to be seriously and separately handled. All these actions will involve many project teams which are contractual separated, such as: contractor, sub-contractor, supplier, manufacturer, and also several people in client’s organization. Therefore careful planning needed, including clauses in contract, providing pay-item for those activities, staff training, etc.

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QC SUBCONTRACTOR will ensure those activities can be done nicely and review of organization or commissioning team, schedule, costs, procedures and responsibility distribution The activities in this phase, for example: Commissioning Checklists:

Handover Checklists:

Commissioning-Handover-Migration Brief

Handover procedure

Budget

Program

Program

Building Manuals

Commissioning action checklist

Operating and Maintenance Manual

Appointment

As-built and installed drawings

Client operating procedure

Letting or disposal

Training of staff

Additional works

Client equipment

Final account

Building services & equipment

Liaison with tenants, purchaser or financier

Maintenance

Access by contractors

Security

Security

Communications

Spares

Signs & graphics

Read meters

Initiation of operations

Publicity

Review operation of facility

Opening arrangements

Feedback

Client’s acceptance of building

Commissioning Documents

Inspection & certificates

7. DELIVERABLES The deliverables of QC SUBCONTRACTOR studies, detailed, and reports shall, as applicable, include but not be limited to the following: ƒ

Architectural drawings, structural drawings, substructure drawings, mechanical-electrical drawings.

ƒ

Design or calculation reports

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ƒ

Material and fabrication specification

ƒ

Cost and schedule estimate for the Services (Owner's Estimate both preliminary and final)

ƒ

Process evaluation report

ƒ

Master schedule

ƒ

Partial schedule

ƒ

Project procedure

ƒ

Monthly report

ƒ

Daily report

ƒ

Field log book

ƒ

Minutes of Progress Work

ƒ

As Built Drawing

ƒ

Minutes of Meeting

ƒ

Safety & Security Report

ƒ

Material Testing Report

ƒ

Material Approval Report

ƒ

Variation Order Report

ƒ

Project Completion Report

ƒ

Defect/ Punch List

ƒ

Project Documentation

ƒ

Testing & Commissioning Report

ƒ

Minutes of Hand Over I

ƒ

Minutes of Hand Over II

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II PRELIMANARY PROJECT SCHEDULE

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ORGANIZATION CHART

Project organization must be appointed early which include: ƒ

Project Organization

ƒ

QC SUBCONTRACTOR Organization

Those organizations chart tentatively as below: 1. PROJECT ORGANIZATION CHART SCHEME OF WORKING RELATIONSHIP

CH2M HILL

QC/DESIGN SUBCONTRACTOR

CONSTRUCTION SUBCONTRACTOR

SCHEME OF CONTRACTUAL RELATIONSHIP

CH2M HILL

QC/DESIGN

CONSTRUCTION

SUBCONTRACTOR

SUBCONTRACTOR

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2. QC SUBCONTRACTOR ORGANIZATION CHART CENTRAL JAVA

QC SUBCONTRACTOR PM PROJECT MANAGEMENT GROUP HOME OFFICE

ƒ ƒ

PROJECT CONTROLLING SCHEDULLING DOCUMENT CONTROL

HES GROUP

HES MANAGER HOME OFFICE

HES INSPECTOR

CM GROUP SITE OFFICE

SITE OFFICE

CONSTRUCTION MANAGER

ENGINEERING GROUP HOME OFFICE

SENIOR DESIGN ENGINEER

SITE SUPERINTENDENT (1) SITE SUPERINTENDENT (2

ARCHITECT

CIVIL ENGINEER

GEODETIC ENGINEER

MECH/ELECTRICAL ENGINEER

SITE SUPERINTENDENT (3) SITE SUPERINTENDENT (4) SITE SUPERINTENDENT (5)

DRAFTMEN SUPERVISOR

TECHNICAL ASSISTANCE

SITE SUPERINTENDENT (6) SITE SUPERINTENDENT (7)

DRAFTMAN

DRAFTMAN

DRAFTMAN

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3. QC SUBCONTRACTOR ORGANIZATION CHART NORTH SULAWESI AREA

QC SUBCONTRACTOR PM PROJECT MANAGEMENT GROUP HOME OFFICE

ƒ ƒ

PROJECT CONTROLLING SCHEDULLING DOCUMENT CONTROL

HES GROUP

HES MANAGER HOME OFFICE

HES INSPECTOR

CM GROUP SITE OFFICE

SITE OFFICE

CONSTRUCTION MANAGER

ENGINEERING GROUP HOME OFFICE

SENIOR DESIGN ENGINEER

SITE SUPERINTENDENT (1) SITE SUPERINTENDENT (2

ARCHITECT ENGINEER

CIVIL ENGINEER

GEODETIC ENGINEER

M/E ENGINEER

OFFSHORE ENGINEER

SITE SUPERINTENDENT (3) SITE SUPERINTENDENT (4) SITE SUPERINTENDENT (5)

DRAFTMEN SUPERVISOR

TECHNICAL ASSISTANCE

SITE SUPERINTENDENT (6)

DRAFTMAN

DRAFTMAN

DRAFTMAN

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4. JOB DESCRIPTION AND RESPONSIBILITIES OF QC SUBCONTRACTOR 4.1. JOB DESCRIPTION OF PERSONNEL The entire job descriptions here below mention the responsibilities and authorities to perform work that they are assigned. 4.1.1. QC SUBCONTRACTOR PROJECT MANAGER (PM) Reports to

:

PT. ENCONA INTI INDUSTRI Board of Directors and CH2M HILL PM

Based on

:

Home Office

Function / Responsibility Work effectively with QC SUBCONTRACTOR’s Personnel of diverse tier, background and interest, and maintain good liaison with CH2M HILL’s Representatives, professionals, community and local government. Manage and direct QC SUBCONTRACTOR’s activities and represent QC SUBCONTRACTOR for all contractual matters during the implementation of this Contract. The roles and responsibilities of this position include: ƒ

Plan, organize, direct and manage the activities and resources of QC SUBCONTRACTOR an the execution of the services to satisfy CH2M HILL,

ƒ

Propose QC SUBCONTRACTOR’s organization required to carry out and accomplish the assigned projects efficiently and in accordance with approved plans and schedules,

ƒ

Employ and maintain acceptable project management procedures, accounting records, cost control procedure, and establish QC SUBCONTRACTOR’s policy,

ƒ

Plan, develop and execute sustainable local business development program during Contract duration,

ƒ

Ensures that the obligations of the QC SUBCONTRACTOR under the terms of the Contract are fulfilled,

ƒ

Co-ordinates with and draws upon the functional resources of the QC SUBCONTRACTOR organization as required for supporting the Project,

ƒ

Participates in the Joint Operation Management meetings,

ƒ

Verify that in-house procedures are implemented during the Works phases,

ƒ

Co-ordinates the Construction Subcontractor tasks within the frame of the detailed Scope of Works,

ƒ

Assess and select Construction Subcontractor(s) and supplier(s).

4.1.2. Project Control Reports to

:

QC SUBCONTRACTOR PM PT ENCONA INTI INDUSTRI

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Home Office

Function / Responsibility Prepare, complete, lead, coordinate, and control QC SUBCONTRACTOR’s activities in the projects. The roles and responsibilities of this position include: ƒ

Lead a project controls group consisting of Schedulers, Document Controllers, and Cost Engineers to provide project controls Services to project under QC SUBCONTRACTOR or directly under CH2M HILL,

ƒ

Work closely with CH2m HILL’s representatives related to project controls,

ƒ

Develop, implement and monitor QC SUBCONTRACTOR’s Key Performance Indicator,

ƒ

Developing and maintaining QC SUBCONTRACTOR’s project control SOP, techniques, and guidance,

ƒ

Developing and implementing the Scheduling and Progress measurement procedures.

ƒ

Drafting and preparing WBS for each project,

ƒ

Preparing and maintaining project master schedules,

ƒ

Updating the Contract execution schedule each month and issuing planned versus actual progress curves, histograms, tables, status reports, bar charts, computerized listings.

ƒ

Anticipating problem areas and recommending to the Construction Manager actions to be taken before delay occurs.

ƒ

Developing a cost monitoring system and implementing it,

ƒ

Setting up the physical progress assessment system by combining the physical measurable quantities supplied and/or installed with the progress key dates,

ƒ

Issuing change order requests,

ƒ

Evaluating financial and time impact of change order proposals and keep the register for the same,

ƒ

Collecting and/or preparing the supporting documentation in accordance with the contractual requirements, for measurement and invoicing activities,

ƒ

Analyzing whenever necessary methods of overcoming deviations to the construction program,

ƒ

Supervising document control activities and ensuring that the established procedures are maintained,

ƒ

Preparing the contract documents,

ƒ

Preparing the progress payment for Sub-Contractors,

ƒ

Preparing and issuing various reports such as the Monthly report, and the Weekly Progress report.

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4.1.3. Health and Safety (H&S) Manager Reports to

:

QC SUBCONTRACTOR PM

Based on

:

Home Office

Function / Responsibility Manage, coordinate, develop, and enforce QC SUBCONTRACTOR’s Health and Safety (H&S) procedure, program, policy and regulation that shall be aligned with CH2M HILL’s H&S policy. The roles and responsibilities of this position include: ƒ

Develop QC SUBCONTRACTOR’s H&S management plan to be implemented by QC SUBCONTRACTOR and its supervised Construction Subcontractor,

ƒ

Responsible for the implementation and the administration of the QC SUBCONTRACTOR’s Health & Safety Programs for the Works,

ƒ

Implement and administrate the Project Safety & Health Regulations,

ƒ

Maintain, report, and distribute QC SUBCONTRACTOR’s and its supervised construction subcontractor’s H&S statistics and reports,

ƒ

Facilitate incidents investigation and follow up its recommendations,

ƒ

Interface with CH2M HILL Representatives as necessary to address safety & health regulations,

ƒ

Issue a safety and health reports on monthly basis to the Corporate Safety Manager,

ƒ

Arrange and conduct regular safety meetings with the QC SUBCONTRACTOR’s Staff,

ƒ

Draw Safety Inspection and Audits Program and participates in those inspection and audits,

ƒ

Maintain good relations with government officials on H&S,

ƒ

Develop, implement and monitor QC SUBCONTRACTOR’s and its supervised construction QC SUBCONTRACTOR’s key Performance Indicator on H&S,

ƒ

Work closely with CH2M HILL’s H&S representative and QC SUBCONTRACTOR’s related functions to manage and enforce H&S during performance of the Contract

ƒ

Advise all levels, from Project Management to work force, on safety matters,

ƒ

Prepare, review, respond and manage to the safety statistics,

ƒ

Determine the need, and prepare, review and manage safety-training programs,

ƒ

Develop and review emergency procedures and organizes drills and exercises,

ƒ

Report to and assist QC SUBCONTRACTOR PM related to QC SUBCONTRACTOR’s H&S management during the Contract period.

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4.1.4. Senior Design Engineer Reports to

:

QC SUBCONTRACTOR PM

Based

:

Home Office

Function / Responsibility Prepare and complete engineering design, coordinate and control QC SUBCONTRACTOR’s activities in the development of engineering and drafting, material take off, survey, cost estimate, administration, and projects planning and scheduling. The roles and responsibilities of this position include: ƒ

Provide technical consultation for Facility construction and commissioning,

ƒ

Work closely with CH2M HILL’s representative related to project engineering,

ƒ

Implement and monitor QC SUBCONTRACTOR’s Key Performance Indicator.

4.1.5. Construction Manager Reports to

:

The QC SUBCONTRACTOR PM

Based

:

Site Office

Function / Responsibility Construction Manager will control, monitor and responsible for all construction activities on all project site.

Due to there are many sites must be handled, he will be supported by Site

Superintendents. The roles and responsibilities of this position include: ƒ

Implement QC SUBCONTRACTOR’s H&S management plan on all project sites,

ƒ

Responsible of the interfaces between the Construction Subcontractor and other entities on all project sites,

ƒ

Provide field construction consultation for Facility engineering,

ƒ

Work closely with CH2M HILL’s representative related to projects construction,

ƒ

Implement, control, and monitor QC SUBCONTRACTOR’s Key Performance Indicator,

ƒ

Organise the construction team to achieve the optimum productivity and carries out the Works in the most efficient manner and in stipulated time,

ƒ

Create quality consciousness in the construction team and fully supporting CH2M HILL to achieve the standard of quality as per the requirements of the Contract,

ƒ

Develop and maintain construction management plans, and monitor progress against the schedule and budget on all project sites,

ƒ

Control that all construction documents are up to date, are received and issued to the construction team, PT ENCONA INTI INDUSTRI

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Inform the Project Controlling on engineering changes, which may have impact on cost and schedule,

ƒ

Prepares the construction monthly progress reports in conjunction with the Project Controlling,

4.1.6. Site Superintendent Reports to

:

Construction Manager (CM)

Based

:

Site Office

Function / Responsibility Site Superintendent will support CM by controlling and monitoring daily activities on site where he is placed.

Basically, he is as CM representatives on site. Each project site has one Site

Superintendent. The roles and responsibilities of this position include: ƒ

Responsible for all construction activities on site,

ƒ

Responsible of the interfaces between the Construction Subcontractor and other entities,

ƒ

Assisting CM to implement QC SUBCONTRACTOR’s H&S management plan,

ƒ

Assisting the development of local contractors in construction techniques and quality,

ƒ

Supporting CM to provide field construction consultation for Facility engineering,

ƒ

Controlling construction subcontractor activities to achieve the optimum productivity and carries out the Works in the most efficient manner and in stipulated time,

ƒ

Creating quality consciousness in the construction team to achieve the standard of quality as per the requirements of the Contract,

ƒ

Maintaining construction management plans and monitoring progress against the schedule and budget,

ƒ

Controlling that all construction documents on site are up to date, are received and issued to the construction team,

ƒ

Informing the CM on engineering changes, which may have impact on cost and schedule,

ƒ

Preparing the construction daily and weekly progress reports

4.2. QC SUBCONTRACTOR’s RESPONSIBILITIES AND SERVICES All the descriptions here below mention the responsibilities, authorities and services of QC SUBCONTRACTOR according to project phase. 4.2.1. PRE SOLICITATION & SOLICITATION PT ENCONA INTI INDUSTRI

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Preparing and providing advice to PM CH2M HILL about construction implementation and project packaging.

ƒ

Identifying a minimum of 3 capable and experienced Construction Subcontractor for each project or construction package

ƒ

Describing project package according to RFP, preparing schedule, translating and developing design concept offered by Construction Subcontractor and with PM CH2M HILL review and preparing budget plan for every project.

ƒ

Coordinating and conducting site walks at each project site, and providing necessary transportation for CH2M HILL personnel.

ƒ

Acting as the POC during solicitation activities, directing questions to the CH2M HILL POC and providing recommendations for responses.

ƒ

Providing any required support in obtaining local permits, establishing MOUs, and providing support for governmental and stakeholder relations.

ƒ

Acting as POC with Construction Subcontractor for distribution of contract amendments, etc. and acting as the receipt point for submitted proposals.

ƒ

Evaluating submitted proposals and providing recommendation to CH2M HILL for Construction Subcontractor selection based on a fair evaluation per the selection criteria identified by CH2M HILL

ƒ

Notifying Construction Subcontractors of the selection results.

ƒ

Assisting CH2M HILL in getting contract documents in place, providing any necessary translation, and facilitating signing of the construction contract.

4.2.2. DESIGN PHASE ƒ

Preparing QC Subcontractor Quality Control and H&S plans specific to the projects to be designed and constructed.

Preparing the QC plan in accordance with the CH2M HILL

Construction Quality plan. ƒ

Coordinating a project kickoff meeting with in-house design team in an adequate facility, providing an agenda for the meeting that covers the key areas of coordination necessary to properly implement the projects.

ƒ

Identifying standard design drawings/strategies for facilities to be constructed and work with inhouse design team to site adapt these to existing project conditions. Ensure that the design team prepares all design drawings and specifications necessary for the Construction Subcontractor to construct the facilities in a quality manner. Ensure that designs are fully compliant with all local and host nation codes and regulations. Ensure that the design is PT ENCONA INTI INDUSTRI

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prepared to accommodate the budgeted construction costs for each project. ƒ

Conducting a QC review of the completed design plans and design drawings/ specifications and providing written review comments to the CH2M HILL PM. Coordinating CH2M HILL review and approval of these documents. Ensuring that all CH2M HILL comments are appropriately incorporated into revised design.

ƒ

Completing design plan and design drawing by in-house design team.

ƒ

Coordinating and leading a design review meeting with stakeholders.

ƒ

Provide three copies of the approved, final design drawings and specifications to the CH2M HILL PM.

ƒ

Assisting in-house design team to develop site specific Health and Safety (H&S) and Quality Control plans that meet US Army Corps of Engineers standards. The H&S plan shall include and Accident Prevention Plan and an Activities Hazard Analysis.

ƒ

Provide design drawings in an electronic format approved by the CH2M HILL PM.

4.2.3. BIDDING PHASE ƒ

Preparing and arranging bidding agenda.

ƒ

Assisting Bidding Committee in arranging Owner’s Estimate of construction cost.

ƒ

Assisting Bidding Committee evaluating bidder in Pre-Qualification.

ƒ

Assisting Bidding Committee in bidding announcement through announcement board, print media and electronic media.

ƒ

Assisting in giving explanation about the project in project explanation meeting.

ƒ

Assisting in opening and evaluating bidder’s document.

ƒ

Assisting in preparing draft of contract for construction work.

ƒ

Arranging project report in bidding phase.

4.2.4. CONSTRUCTION PHASE QC SUBCONTRACTOR is responsible for monitoring Construction Subcontractor’s performance and ensures that established standards for timelines, quality, and cost are met in accordance with final approved technical design and specifications. ƒ

Assisting and guiding the Construction Subcontractor in preparing all required work plans, submittal registers, testing plans for all project work. Providing these for review and comment to the CH2M HILL PM. Ensuring these plans are properly revised in response to CH2M HILL comments.

ƒ

Assisting and guiding the Construction Subcontractor in preparing final H&S plan, APPs and AHAs. Providing these review and comment to the CH2M HILL PM. Ensuring these plans are PT ENCONA INTI INDUSTRI

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properly revised in response to CH2M HILL comments. ƒ

Reviewing all submittals and materials specifications and recommending acceptance or rejection to CH2M HILL. Ensuring that all required submittals are submitted by the Construction Subcontractor.

ƒ

Coordinating with the Construction Subcontractor during mobilization to the site, assuring that all required planning, equipment, materials etc. have been appropriately mobilized. Conducting an Operational Readiness Review with the Subcontractor and CH2M HILL PM to ensure readiness to begin construction work.

ƒ

Organizing and leading a preconstruction meeting for each project, providing a suitable space for the meeting. Preparing a meeting agenda and distribute to an appropriate parties per direction from CH2M HILL PM.

ƒ

Monitoring the Construction Subcontractor’s progress and progress reporting.

In detail can be described as follows: ƒ

Deciding milestone in project site for Construction Subcontractor in stacking out work. Checking and consulting to in-house design team and approving the stack made by Construction Subcontractor.

ƒ

Supervising Construction Subcontractor’s implementation work in accordance with the established specification, quality and timelines in contract work package.

ƒ

Adjusting Schedule of construction followed by Construction Subcontractor, supervising, observing and maintaining that schedule.

ƒ

Checking and reviewing Construction Subcontractor’s Work Plans, and controlling the implementation in accordance with contract.

ƒ

Providing necessary guidelines for Construction Subcontractor so the work are done according to schedule and contract terms.

ƒ

Supervising quality of work, supervising and testing the used material and equipment.

ƒ

Arranging and determining workshops and supporting facility for each Construction Subcontractor and supplier regarding material storage, temporary warehouses, temporary office shed, workers cabin and others with approval from CH2M HILL.

ƒ

Held coordination meeting with Construction Subcontractor(s) with consultant presence and CH2M HILL at least once a week. On that meeting, procedure are explained and project problem are discussed.

ƒ

Observing project cost estimation which progressive updated.

ƒ

Checking and approving work progress on site, publishing memo if execution are done according contract. PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

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Preparing and submitting work changing proposal for getting owner approval, accomodating CH2M HILL need/wish for work changing and confirming it to construction subcontractor.

ƒ

Advising CH2M HILL about the risk occurence and the linkage with contract, and suggesting solution.

ƒ

Evaluating extra cost proposal for extra scope of work or extra timelines submitted by construction Subcontractor, and recommending it to CH2M HILL.

ƒ

Assisting CH2M HILL if dispute happened against Construction Subcontractor by advising and suggeting.

ƒ

Delivering daily, weekly and monthly progress report including necessary photos.

ƒ

Inspecting and recommending to accept the construction subcontractor work when the construction work is finished and approved.

ƒ

Delivering report to Dinas Pengawasan Pembangunan Kota (City Developement Council) according rules and regulation applied.

ƒ

Ensuring that construction subcontractor’s health and safety program is applied.

ƒ

Ensuring availablity of contract document and original manual and others important document on site.

ƒ

Observing mechanical electrical installations regarding system and operational readiness for test and start up.

ƒ

Placing experts for supervising construction work.

ƒ

Checking and judging all claims from contractor and others so CH2M HILL will not suffer loss.

4.2.5. MAINTENANCE PERIOD ƒ

Preparing defect list after Hand Over I of each work package.

ƒ

Assisting CH2M HILL in obtaining building usage permit

ƒ

Supervising during maintenance period

ƒ

Preparing memorandum of Hand over II of each work package.

ƒ

Instructing construction subcontractor to make as built drawing, checking and responsible for the content of the drawing.

ƒ

Delivering final report consist of construction chronologic during project lifetime.

ƒ

Ensuring execution of training for user technician by Construction Subcontractor before Hand over II.

PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

III

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05.CHM.513/ZAi/B.337 00 October 22, 2007 41 of 61

QUALIFICATIONS AND PAST EXPERIENCE

1. COMPANY PROJECT LIST (LAST 5 YEARS) NO.

PROJECT TITLE

LOCATION

YEAR

CLIENT

ADDRESS

CONTRACT NO.

SCHEDULE START

FINISH

CONTRACT VALUE

1

Pre Construction for RABC Building

Balikpapan

2002

PT Unocal Indonesia

Pasir Ridge, Balikpapan

29302

18-Mar-02

30-Apr-02

230,000,000.00 IDR

2

Construction Management Engineers RABC Renovation Project

Balikpapan

2002

PT Unocal Indonesia

Pasir Ridge, Balikpapan

BTS/000351-02/CONT

20-May-02

20-Nov-02

1,150,430,000.00IDR

3

Construction Management Engineers for RABC Building

Balikpapan

2003

PT Unocal Indonesia

Pasir Ridge, Balikpapan

DA/0213-03/EOS

18-Feb-03

20-May-03

354,868,500.00IDR

4

Consultant Management Service for Renovation of Housing & Apartment at Pasir Ridge Compound

Balikpapan

2003

PT Unocal Indonesia

Pasir Ridge, Balikpapan

DA/0399-03/EOS

16-Apr-03

24-Aug-03

33,000.00USD

5

Senoro Industrial Dev. Master Plan

Luwuk

2002

Bidakara Building, Jakarta

K0101/JOBT/OPS

8-Jul-02

7-Dec-02

106,300.00USD

Plaza Centris, Kuningan, Jakarta

333/AXIS/PD/SPK/AB-JKT/IX/02

12-Sep-02

12-Jun-03

6,250,000,000.00IDR

6

Sarana-Prasarana Air Bersih (ME&I)

Bontang

2002

Job Pertamina Exspan Tomori PT Altra Excis Investama Group

7

Sarana-Prasarana Air Bersih (Civil)

Bontang

2002

PT Altra Excis Investama Group

Plaza Centris, Kuningan, Jakarta

332/AXIS/PD/SPK/AB-JKT/IX/02

12-Sep-02

12-Jun-03

8,800,000,000.00IDR

8

Renovation of Federal Chain Factory

Jakarta

2002

PT Federal Superior Chain Mnf.

Kawasan Industri Puologadung

05/FSCM-EII/KK/XII/02

13-Dec-02

30-Apr-03

1,210,000,000.00IDR

9

Design and Engineering Muara Tawar Gas Turbines Power Plant

Jakarta

2003

PT Balfour Beatty Sakti Indonesia

Muara Tawar, Jakarta

5-May-03

31-Oct-03

2,150,445,545.00IDR

10

Study and Design Engineering Bekasap OU Infield Drainage System

Sumatera

2004

PT. Caltex Pacific Indonesia

Bekasap

SPK-LPM/EII-III-01

15-Apr-04

11

Pembangkit Tenaga Listrik 2 x 6 MVA

2004

PT Bau-Bau Mitra Energi

Bau-bau

08/BME-ECN/SP/IV/04

12

MPS for Tuban Aromatic Project

Sulawesi Tenggara Tuban

2004

PT Pertafenikki Engineering

Jakarta

13

Engineering Study Services For Airport Upgrading

Soroako

2004

PT International Nickel Indonesia Tbk

Soroako

14

Conceptual Analysis Duri Drainage & Canal Improvement

Duri-Riau

2004

PT Istech Resources Asia

15

Soil Investigation for Kulin Pipeline Project

Sumatera

2004

16

Komatsu New Foundry Plant Project

Jakarta

2004

17

Waste Management Facility Detail Engineering Design Development Project

Duri-Riau

2004

PT Caltex Pacific Indonesia

Duri - Riau

18

Masterplan Komatsu Indonesia

Jakarta

2005

PT Komatsu Indonesia

Jl. Raya Cakung Cilincing

100/SPK/GA/KI/II/2005

19

Perencanaan teknis Pembangunan Perpustakaan Daerah Kota Bontang

Bontang

2005

Pemda Kota Bontang

JL KH. Achmad dahlan No. 74, Bontang

600/64.A/DPU-B/CK/III/2005

20

Study and Engineering Include Survey of Bekasap Infield Drainage System (Bekasap Drain 2)

Duri-Riau

2005

PT Caltex Pacific Indonesia

Bekasap

21

Study and Engineering Include Survey of Bekasap Infield Drainage System (Bekasap Drain 2), Ammendment-1

Duri-Riau

2005

PT Caltex Pacific Indonesia

22

Study and Engineering Include Survey of Bekasap Infield Drainage System (Bekasap Drain 2), Ammendment-2

Duri-Riau

2005

PT Caltex Pacific Indonesia

BBSI/20237G/SCA/DESIGN/001

8-Apr-04

up to present 7-Jul-04

344,078.81USD 1,750,000,000.00IDR

002/Tuban Aromatic Pj./2004

5-May-04

31-Jan-06

48,600.00 USD

C-02468

8-Jul-04

8-Aug-04

25,300.00USD

Duri, Riau

01/HO-036/Rev-1/03/05

5-Oct-04

15-Apr-05

88,795.00USD

PT Istech Resources Asia

Duri, Riau

ECS/IRA-subcon/L-030/011/04

1-Dec-04

15-Jan-05

11,817.00USD

PT Komatsu Indonesia

Jl. Raya Cakung Cilincing

002/KOMATSU/KI/XII/04 (PO) 003/KOMATSU/KI/XII/04 (WO)

Januari 05

Agustus 05

4,480,000,000.00IDR

2525 OK

Februari 05

Juli 05

1,500,000,000.00IDR

18-Mar-05

175,800,000.00 IDR

1-Mar-05

15-Jul-05

810,482,000.00IDR

2505-OK

1-Apr-05

30-Sep-05

410,000.00USD

2505-OK

1-Apr-05

30-Sep-05

12,912.00USD

2505-OK

1-Apr-05

31-Dec-05

45,000.00USD

BekasapINDUSTRI PT ENCONA INTI Bekasap

Doc. No Revision Date Page 23 24

Engineering and Construction Management Project Engineering, Fabrication and Transport of Temporary Building for Tangguh LNG Project

25

BD-1 Building Works for 3.8 MTPA Train Capacity Tangguh LNG Project

26

: : : :

05.CHM.513/ZAi/B.337 00 October 22, 2007 42 of 61

Duri-Riau Jakarta

2005 2005

PT Chevron Pacific Indonesia JGC/PT BRI CONSORTIUM

Duri - Riau Sentra Mulia Building, Jl. HR Rasuna Said

3074-OK RFP-JOC-I-0698-REV.1

1-Aug-05 24-Aug-05

31-Aug-07 22-Nov-05

12,299,153.991.30 IDR 732,930.00USD

Papua

2005

JGC/PT BRI CONSORTIUM

Sentra Mulia Building, Jl. HR Rasuna Said

3400-3140-001

21-Oct-05

7-Nov-06

16,700,000.00USD

Flexible Program Management Services -FEED for Main Canal & Secondary Canal 8 Improvement Duri Heavy Oil

Duri-Riau

2005

PT Tripatra Engineers & Constructors

Duri, Riau

SA-9415-0009-TF-EII05

12-Oct-05

12-Feb-06

172,680.00USD

27

Flexible Program Management -FEED for NDD New Canal (Ammendment -1)

Duri-Riau

2006

PT Tripatra Engineers & Constructors

Duri, Riau

SA-9415-0009-TF-EII06

26-Apr-06

8-Aug-06

62,750.00USD

28

Flexible Program Management Services -FEED for Geotechnical Investigation Services (Ammendment-2)

Duri-Riau

2006

PT Tripatra Engineers & Constructors

Duri, Riau

SA-9415-0009-TF-EII05

7-May-06

9-Aug-06

78,421.71USD

29

Design Drawing & Development of Scrap Yard , Garbage & Dust Storage, Finishing & Machining Subcontractor, WWT Plant, Mosque, Employee Service Center and Data Center Building Feasibility Study for Coal Fired Power Plant 2 x 25 MW PT Central Pertiwi bahari, Tulang Bawang, Lampung

Jakarta

2006

PT Komatsu Indonesia

Jakarta

059/SPK/GA/KI/VII/2006

1-Aug-06

31-Dec-06

197,895,000.00IDR

Lampung

2006

PT Truba Alam Manunggal Engineering, Tbk

Sona Topas Tower 11th Floor, Jalan Jend. Sudirman Kav. 26 Jakarta 12920

001/TAM-EII/CA/06

6-Nov-06

8-Jan-07

1,536,300,000.00IDR

30

31

Feasibility Study for Jetty PT Central Pertiwi bahari, Tulang Bawang, Lampung

Lampung

2006

PT Truba Alam Manunggal Engineering, Tbk

Sona Topas Tower 11th Floor, Jalan Jend. Sudirman Kav. 26 Jakarta 12920

002/TAM-EII/CA/06

13-Nov-06

15-Jan-07

486,000,000.00IDR

32

Pekerjaan Penyelidikan Geoteknik Batang Field Proyek SLN WP - 25

Duri-Riau

2006

PT Multi Structure

Rukan Taman Meruya Blok M 72, Meruya Utara, Jakarta

006/MSEII/WP.25/XI/2006

14-Nov-06

23-Jan-07

55,168.45USD

33

Jasa Perencanaan dan Supervisi Pekerjaan Pembangnan Gudang Jalan Raya Cakung -Cilincing Km 5 No. 20, Jakarta 14130

Jakarta

2006

PT Ritra Konnas Freight Center

Jalan Raya Cakung Cilincing Km. 5 No. 20 Jakarta 14130

KONEII/RKFC/XII/2006/01

18-Dec-06

18-Jun-07

250,000,000.00IDR

34

Pekerjaan Penyelidikan Geoteknik Batang Field Proyek SLN WP - 25

Duri-Riau

2006

PT Multi Structure

006/MSEII/WP.25/XI/2006

14-Nov-06

23-Jan-07

55,168.45USD

35

Additional Work for Soil Investigation regarding Feasibility Study for Coal Fired Steam Power Plant 2 x 25 MW PT Central Pertiwi Bahari, Tulang Bawang, Lampung

Tulang Bawang, Lampung

2007

PT Truba Alam Manunggal Engineering, Tbk

Sona Topas Tower 11th Floor, Jalan Jend. Sudirman Kav. 26 Jakarta 12920

003/TAM-EII/CA/07

19-Feb-07

19-Apr-07

217,175,000.00IDR

36

Soil Investigation and Detail Engineering of Duri Canal Improvement Project

Duri-Riau

2007

PT Tripatra Engineers & Constructors

Duri, Riau

SA-9415-0113-TF-EII06

16-Feb-07

15-Jun-07

140,067.59USD

37 38

Construction Management for TVS Motor Project Provision of Soil Investigation Works of Jabung Gas Booster Station Project

Karawang Jambi

2007 2007

PT TVS Motor Company MMC Oil & Gas Engineering Sdn Bhd

1-Mar-07 16-Apr-07

30-Sep-07 30-May-07

350,000,000.00IDR 29,861.25USD

39

Pekerjaan Project Management Services Revitalisasi Tambak Dipasena Lampung

Lampung

2007

PT Manunggal Engineering

001 ME/SPK-VI/2007

8-Jun-07

31-Dec-08

13,800,000,000.00Rp

40

Banyuasin 2 x 135 MW Coal Fired Power Plant Project

Palembang

2007

PT Manunggal Engineering

Karawang Level 22, Menara Asia Life, 189, Jalan Tun Razak, 50400, Kuala Lumpur Sona Topas Tower 11th Floor, Jalan Jend. Sudirman Kav. 26 Jakarta 12920 Sona Topas Tower 11th Floor, Jalan Jend. Sudirman Kav. 26 Jakarta 12920

MOU

Jun-07

PT ENCONA INTI INDUSTRI

MMC O&G (KL)/D&C/LA06/EPCC00/07

18,800,000,000.00Rp

Doc. No Revision Date Page

: : : :

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2. TECHNICAL LICENSES AND CERTIFICATES 1. SIUJK (COMPANY LICENSE FOR CONSTRUCTION BUSINESS)

PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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2. SIBP ( PROFESSIONAL LICENSE FOR DESIGNER IN JAKARTA)

PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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3. CERTIFICATION AS CONSTRUCTION COMPANY FROM INDONESIAN CONSTRUCTION ASSOCIATION – HOUSING, INDUSTRIALAND WAREHOUSE BUILDING, NON HOUSING BUILDING INCLUDING MAINTENANCE

PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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4. CERTIFICATION AS CONSTRUCTION COMPANY FROM INDONESIAN CONSTRUCTION ASSOCIATION – ROAD, DRAINAGE, PORT AND PIER, WATER SUPPLY INCLUDING MAINTENANCE WORKS

PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

05.CHM.513/ZAi/B.337 00 October 22, 2007 49 of 61

PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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5. CERTIFICATION AS ENGINEERING CONSULTANT FROM NATIONAL ASSOCIATION OF INDONESIAN CONSULTANTS

PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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6. ISO CERTIFICATE FOR ENGINEERING, PROCUREMENT AND CONSTRUCTION

PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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7. CERTIFICATION AS CONSTRUCTION COMPANY FROM INDONESIAN CONSTRUCTION ASSOCIATION – ELECTRICAL WORKS (LARGE SCALE CLASS)

PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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8. CERTIFICATION AS CONSTRUCTION COMPANY FROM INDONESIAN CONSTRUCTION ASSOCIATION – CIVIL WORKS (LARGE SCALE CLASS)

PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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9. CERTIFICATION AS CONSTRUCTION COMPANY FROM INDONESIAN CONSTRUCTION ASSOCIATION – ARCHITECTURAL WORKS (LARGE SCALE CLASS)

PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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10. CERTIFICATION AS CONSTRUCTION COMPANY FROM INDONESIAN CONSTRUCTION ASSOCIATION – ENVIROMENTAL WORKS (LARGE SCALE CLASS)

PT ENCONA INTI INDUSTRI

Doc. No Revision Date Page

: : : :

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PT ENCONA INTI INDUSTRI

Quality Control Support and Inspections for Humanitarian Projects in Indonesia POD IDIQ Contract # W912UM-07-D-0004

COMMERCIAL PROPOSAL

Schedule of Values - Quality Control Support and Inspections For HA Projects - Indonesia Item #

Project

Scope Item

Est QTY

UOM

1 1 1

LS LS LS

Price US$

CENTRAL JAVA Sambak Primary School 1 2 3

Presolicitation and Solicitation Support Services Design Phase Services Construction Phase Services Subtotal

5,860.30 28,721.11 79,790.52 114,371.93

Bengking Primary School 4 5 6

Presolicitation and Solicitation Support Services Design Phase Services Construction Phase Services

1 1 1

LS LS LS

Subtotal

5,860.30 27,745.51 79,790.52 113,396.33

Sutopati Primary School 7 8 9

Presolicitation and Solicitation Support Services Design Phase Services Construction Phase Services

1 1 1

LS LS LS

Subtotal

5,860.30 29,648.03 79,790.52 115,298.85

Menorah Primary School 10 11 12

Presolicitation and Solicitation Support Services Design Phase Services Construction Phase Services

1 1 1

LS LS LS

Subtotal

5,860.30 27,745.51 79,790.52 113,396.33

Salaman II Primary School 13 14 15

Presolicitation and Solicitation Support Services Design Phase Services Construction Phase Services

1 1 1

LS LS LS

Subtotal

5,860.30 27,745.51 79,790.52 113,396.33

Bayat Jr. High School 16 17 18

Presolicitation and Solicitation Support Services Design Phase Services Construction Phase Services

1 1 1

LS LS LS

Subtotal

5,860.30 31,515.16 79,790.52 117,165.98

Kwarasan Primary School 19 20 21

Presolicitation and Solicitation Support Services Design Phase Services Construction Phase Services

1 1 1

LS LS LS

Subtotal

5,860.30 27,258.29 79,790.52 112,909.11

SULAWESI Batulubang School #1 22 23 24

Presolicitation and Solicitation Support Services Design Phase Services Construction Phase Services

1 1 1

LS LS LS

Subtotal

8,097.62 37,770.57 111,996.35 157,864.54

Batulubang School #2 25 26 27

Presolicitation and Solicitation Support Services Design Phase Services Construction Phase Services

1 1 1

LS LS LS

Subtotal

8,097.62 37,502.87 111,996.35 157,596.84

Paudean School 28 29 30

Presolicitation and Solicitation Support Services Design Phase Services Construction Phase Services

1 1 1

LS LS LS

Subtotal

8,097.62 36,527.27 111,996.35 156,621.24

Pantenusu Primary School 31 32 33

Presolicitation and Solicitation Support Services Design Phase Services Construction Phase Services Subtotal

1 1 1

LS LS LS

8,097.62 36,704.57 111,996.35 156,798.54

Item #

Scope Item

Project

Est QTY

UOM

1 1 1

LS LS LS

Price US$

Pamurutan Pier and Well 34 35 36

Presolicitation and Solicitation Support Services Design Phase Services Construction Phase Services Subtotal

8,097.62 36,527.27 111,996.35 156,621.24

Lirang Primary School 37 38 39

Presolicitation and Solicitation Support Services Design Phase Services Construction Phase Services

1 1 1

LS LS LS

Subtotal

8,097.62 37,822.19 111,996.35 157,916.16

Total Price (US $)

1,743,353.42

Offeror certifies that the price(s) specified above represents its full bid amount to complete the work proposed. These prices are valid for 270 days (not less than 270 days). All bids must be in US dollars The Total Amount will be adjusted using bid prices listed for items selected by CH2M HILL. Each Item shall include all labor, materials, and equipment to complete the required scope whether specifically shown in the item description or in the SOW.

Signature: Printed Name:

HARYONO YB.

Title:

President Director of PT.ENCONA INTI INDUSTRI

Date:

October 26th 2007

Phone:

021 5276710, 5276711, 5276712

Measurement and Payment Costs for on-site project oversight, day-to-day project management, materials required but not specifically identified herein, and all required travel and per diem are to be included in the cost for various bid items. Cumulatively, the sum of all bid items are to include the total cost to perform all work identified in the SOW, drawings, and specifications.

C

B.

A.

NO

1 2 3 4 5 6 7

1 2 3 4 5 6 7

1 2 3 4 5 6 7 8 9 10 11 12

DESCRIPTION

SUPPORTING STAFF SECRETARY ADMINISTRATION STAFF COMPUTER OPERATOR CAD OPERATOR / DRAFTER DRIVER SECURITY OFFICER OFFICE BOY / MESSENGER

ASSISTANT ENGINEER ASSISTANT ARCHITECT ENG. ASSISTANT STRUCTURAL ENG. ASSISTANT CIVIL ENGINEER ASSISTANT MECHANICAL ENG. ASSISTANT ELEKTRIKAL ENGINEER SURVEYOR ENGINEER COST ESTIMATOR

EXPERTISE PROJECT MANAGER PROJECT CONTROL MANAGER PROJECT CONTROL STAFF HES MANAGER HES INSPECTOR CONSTRUCTION MANAGER/SSI COORDINATOR SITE SUPERINTENDENT ARCHITECT CIVIL/STRUCTURAL ENGINEER GEODETIC ENGINEER MEKANIKAL ENGINEER ELEKTRIKAL ENGINEER

1. DIRECT COST ( REMUNERATION)

PROJECT COST ESTIMATE CLIENT : CH2M HILL JOB TITLE : QC SUB CONTRACTOR LOCATION : CENTRAL JAVA

1 1 1 3 1 1 1

1 1 1 1 1 1 1

1 1 1 1 1 1 7 1 1 1 1 1

x x x x x x x

x x x x x x x

x x x x x x x x x x x x

14.75 14.75 14.75 3.00 12.00 12.00 12.00

3.00 3.00 3.00 3.00 3.00 1.50 2.30

14.75 14.75 15.00 9.50 8.50 9.25 9.25 4.40 4.40 1.50 3.40 3.40

QUANTITY

M/M M/M M/M M/M M/M M/M M/M

M/M M/M M/M M/M M/M M/M M/M

M/M M/M M/M M/M M/M M/M M/M M/M M/M M/M M/M M/M

0.5 0.5 0.5

0.5 0.5 0.5

0.5

0.5

1 1 1

1 1 1

1 1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

0.5

1

0.5

1

0.5

1

1

1

0.5

0.5

0.5

1

1

4

1

1

1

0.5

3

0.5

0.5

0.5

2

0.5

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

5

1

1

1

0.1

0.1

0.1

0.1

1

1

1

6

1 1

0.5 0.5

1 1 1

1 1

1

1

1

0.1

0.1

0.1

0.1

1

1

1

1

1

0.5

0.1

1

1

1

1

8

0.5

1

1

1

7

1

1

1

1

1

1

0.1

0.1

0.1

0.1

0.1

1

1

1

1

1

1

1

9

1

1

1

1

1

1

0.1

0.1

0.1

0.1

0.1

1

1

1

1

1

1

1

10

MONTH

1

1

1

1

1

1

0.1

0.1

0.1

0.1

0.1

1

1

1

1

1

1

1

11

1

1

1

1

1

1

0.1

0.1

0.1

0.1

0.1

1

1

1

1

1

1

1

12

1

1

1

1

1

1

0.1

0.1

0.1

0.1

0.1

1

1

1

1

1

1

1

13

1

1

1

1

1

1

0.1

0.1

0.1

0.1

0.1

1

1

1

1

1

1

1

14

1

1

1

1

1

1

0.1

0.1

0.1

0.1

0.1

1

1

1

1

1

1

1

15

1

1

1

0.25

0.25

0.25

0.25

0.25

1

0.25

0.25

16

1

1

1

0.25

0.25

0.25

0.25

0.25

0.5

0.25

0.25

18

SUB TOTAL

1

1

1

0.25

0.25

0.25

0.25

0.25

0.5

0.25

0.25

17

772.20 503.60 503.60 755.41 503.60 503.60 503.60

1,510.82 1,510.82 1,510.82 1,510.82 1,510.82 1,510.82 1,510.82

3,357.40 2,316.60 1,930.50 2,518.03 1,930.50 2,316.60 1,930.50 2,014.45 2,014.45 2,014.45 2,014.45 2,014.45

UNIT PRICE US$

2,316.60 1,510.79 1,510.79 6,798.69 0.00 0.00 0.00 82,793.25

16,518.35

4,532.46 4,532.46 4,532.46 4,532.46 4,532.46 1,510.82 1,510.82

10,072.21 6,949.80 5,791.50 0.00 0.00 0.00 0.00 6,043.34 6,043.34 2,014.45 4,028.90 4,028.90

314,121.14

8,301.15 5,413.67 5,413.67 0.00 6,043.16 6,043.16 6,043.16

0.00 0.00 0.00 0.00 0.00 0.00 1,208.66

36,092.08 24,903.45 23,166.00 21,403.30 16,409.25 21,428.55 124,999.88 1,813.00 1,813.00 0.00 1,813.00 1,813.00

SUB TOTAL (Rp) IMPLEMENT ATION

DESIGN

772.20 503.60 503.60 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 755.41 755.41

3,357.40 2,316.60 0.00 2,518.03 0.00 0.00 0.00 1,007.22 1,007.22 1,007.22 1,007.22 1,007.22

PS+S

413,432.74

4,532.46 4,532.46 4,532.46 4,532.46 4,532.46 2,266.23 3,474.89 0.00 0.00 11,389.95 7,428.06 7,428.06 6,798.69 6,043.16 6,043.16 6,043.16

49,521.69 34,169.85 28,957.50 23,921.33 16,409.25 21,428.55 124,999.88 8,863.56 8,863.56 3,021.67 6,849.12 6,849.12

™

F

E

D.

C.

B.

A.

NO

1 2 3 4 5

D.2

D.1

1 2 3

1 2

4

1 2 3

DESCRIPTION

OFFICE RUNNING COST OFFICE SPACE OFFICE SUPPLIES EQUIPMENT - Personal Computer/Laptop - Plotter - Printer - Digital camera - Scanner ELECTRICITY, COMMUNICATION, FACS & WATER LAND DATA COLLECTION SATELLITE IMAGE AERIAL PHOTO LOCAL TRANSPORTATION CAR MOTOR BIKE MOTOR OIL / FUEL SURVEY RUNNING COST ZONE CENTRAL JAVA (7 LOCATION) a. JAKARTA - JOGYAKARTA b. LOCAL TRANSPORTATION c. ACCOMMODATION MISCELLANEOUS b. TOPOGRAPHIC c. SOIL INVESTIGATION 1 Sambak 2 Benking 3 Sutopati 4 Menorah 5 Salaman 6 Bayat 7 Kwarasan e. GPS f. THEODOLITE & WATER PASS g. Building Permits 1 Sambak 2 Benking 3 Sutopati 4 Menorah 5 Salaman 6 Bayat 7 Kwarasan SITE VISIT a. JAKARTA - JOGYAKARTA b. ACCOMMODATION REPORT & DOCUMENTATION BUILDING PERMIT DOCUMENT TENDER DOCUMENT REPORT DRAWING DOCUMENTATION DOCUMENTATIONS

2. UNDIRECT COST

RENT RENT

x x x

x x x x x x

x x

1 1 1 1 1

x x x x x

7 35 18 18 18

89 178

x 2000 1 x 2500 1 1 x 3750 x 3600

1 x 1 x

0.09 1 0.09 1 1 0.09 0.09

1 1 1 1 1 1 1 14 14

1 1 1 1 1 1 1 1 1

x x x x x x x x x

1

1 1 12

9 63 270

149 2 18 82 2 18

18 18

14 x

4 x 14 x 4 x

1 1 15

1 1 1 1 1 1

RENT RENT RENT

RENT RENT

1 1

RENT

Unit/M Unit/M ltr

Unit/M Unit/M Unit/M Unit/M Unit/M Month

Unit/M Unit/M

M/Trips Days

sqm ls sqm ls ls sqm sqm

ls ls ls ls ls ls ls Days Days

Days

M/Trips Days Days

QUANTITY

1 1 1

1 1

4

4

1

2

2

1

1

1

1

4

2

1

0.5

1 1

1

1

1

1

1

1

4

2

1

1

1

1

1

8 0.5

8

1

1

0.5

1

1

4

4

1

3

4

1

1

2

1

1

1

1

1

35

7

4

2

1

0.5

1

1

8

1

1

5

1

1

1

14

7

1

1

8

1

1

6

1

1

1

14

7

1

2

1

8

1

1

7

1

1

1

14

7

1

7

1

10

1

1

8

1

1

1

14

7

1

7

1

10

1

1

9

1

1

1

14

1

1

1

14

7

7

7

1

7

1

7

1

10

1

1

11

1

1

7

1

10

1

1

10

MONTH

1

1

1

14

7

7

1

1

7

1

10

1

1

12

1

1

1

14

7

7

1

1

7

1

10

1

1

13

1

1

1

14

7

7

1

1

7

1

10

1

1

14

1

1

1

14

7

7

1

1

7

1

10

1

1

15

1

1

1

6

3

7

1

1

7

1

7

1

1

16

1

1

1

6

3

7

1

1

7

1

7

1

1

18

SUB TOTAL

1

1

1

6

3

7

1

1

7

1

7

1

1

17

369.60 369.60 295.68 295.68 295.68

369.60 160.70

1,478.40 1,285.57

2,587.20 12,936.00 887.04 887.04 887.04 117,585.90

0.00 0.00 591.36 591.36 591.36 24,503.74

2,217.60 1,928.35

3,193.20 2,217.60 4,120.12 2,217.60 2,217.60 5,987.25 5,747.76

449.95 787.27

32.14 56.23 17.74 2,217.60 17.74 2,217.60 2,217.60 17.74 17.74

4,017.38 4,017.38 4,017.38 4,017.38 4,017.38 4,017.38

1,125.15

1,478.40 2,069.76 7,713.39

0.00 0.00

3,016.32 295.68 377.04 59.14 59.14 5,322.24

17,374.50 5,322.24

244,412.50

0.00 0.00 3,843.84 3,843.84 3,843.84

29,198.40 25,389.91

16,679.52 17,027.64 4,495.50

14,704.56 0.00 1,633.84 2,336.03 0.00 23,063.04

75,289.50 23,063.04

SUB TOTAL (Rp) IMPLEMENT ATION

DESIGN

4,017.38 4,017.38 4,017.38 4,017.38 4,017.38 4,017.38

80.37

369.60 147.84 160.70

0.00 0.00

1,005.44 0.00 251.36 29.57 0.00 3,548.16

125.68 147.84 125.68 29.57 29.57 1,774.08

1,853.28 270.28 1.11

11,583.00 3,548.16

PS+S

5,791.50 1,774.08

UNIT PRICE US$

386,502.14

2,587.20 12,936.00 5,322.24 5,322.24 5,322.24

32,894.40 28,603.83

3,193.20 2,217.60 4,120.12 2,217.60 2,217.60 5,987.25 5,747.76

449.95 787.27

4,017.38 4,017.38 4,017.38 4,017.38 4,017.38 4,017.38

1,125.15

1,478.40 2,069.76 7,713.39

16,679.52 17,027.64 4,495.50

18,726.32 295.68 2,262.24 2,424.74 59.14 31,933.44

104,247.00 31,933.44

™

C

B.

A.

NO

1 2 3 4 5 6 7

1 2 3 4 5 6 7 8

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

DESCRIPTION

SUPPORTING STAFF SECRETARY ADMINISTRATION STAFF COMPUTER OPERATOR CAD OPERATOR / DRAFTER DRIVER SECURITY OFFICER OFFICE BOY / MESSENGER

ASSISTANT ENGINEER ASSISTANT ARCHITECT ENG. ASSISTANT STRUCTURAL ENG. ASSISTANT CIVIL ENGINEER ASSISTANT MECHANICAL ENG. ASSISTANT ELEKTRIKAL ENGINEER ASSISTANT CIVIL/OFFSHORE ENGINEER SURVEYOR ENGINEER COST ESTIMATOR

EXPERTISE PROJECT MANAGER PROJECT CONTROL MANAGER PROJECT CONTROL STAFF HES MANAGER HES INSPECTOR CONSTRUCTION MANAGER/SSI COORDINATOR SITE SUPERINTENDENT ARCHITECT CIVIL/STRUCTURAL ENGINEER GEODETIC ENGINEER MEKANIKAL ENGINEER ELEKTRIKAL ENGINEER CIVIL/OFFSHORE ENGINEER

1. DIRECT COST ( REMUNERATION)

PROJECT COST ESTIMATE CLIENT : CH2M HILL JOB TITLE : QC SUB CONTRACTOR LOCATION : SULAWESI

1 1 1 3 1 1 1

1 1 1 1 1 1 1 1

1 1 1 1 1 1 6 1 1 1 1 1 1

3 3 3 3 3 3 1.5 2.3

x 14.75 x 14.75 x 14.75 x 3 x 12 x 12 x 12

x x x x x x x x

x 14.75 x 14.75 x 15 x 9.5 x 8.5 x 9.25 x 9.25 x 4.4 x 4.4 x 1.5 x 3.4 x 3.4 x 4.4

QUANTITY

M/M M/M M/M M/M M/M M/M M/M

M/M M/M M/M M/M M/M M/M M/M M/M

M/M M/M M/M M/M M/M M/M M/M M/M M/M M/M M/M M/M M/M

0.5 0.5 0.5

0.5 0.5 0.5

0.5

0.5

1 1 1 1

1 1 1 1

1 1

1

1

1

1

1

1

1

1

1

1

1

0.5

1

1 1

1

1

0.5

1

0.5

1

0.5

1

1

1

0.5

0.5

0.5

1

1

4

1

1

1

0.5

3

0.5

0.5

0.5

2

0.5

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

5

1

1

1

0.1

0.1

0.1

0.1

0.1

1

1

1

6

1 1

0.5 0.5

1 1 1

1 1

1

1

1

0.1

0.1

0.1

0.1

0.1

1

1

1

1

1

0.5

0.1

1

1

1

1

8

0.5

1

1

1

7

1

1

1

1

1

1

0.1

0.1

0.1

0.1

0.1

0.1

1

1

1

1

1

1

1

9

1

1

1

1

1

1

0.1

0.1

0.1

0.1

0.1

0.1

1

1

1

1

1

1

1

10

MONTH

1

1

1

1

1

1

0.1

0.1

0.1

0.1

0.1

0.1

1

1

1

1

1

1

1

11

1

1

1

1

1

1

0.1

0.1

0.1

0.1

0.1

0.1

1

1

1

1

1

1

1

12

1

1

1

1

1

1

0.1

0.1

0.1

0.1

0.1

0.1

1

1

1

1

1

1

1

13

1

1

1

1

1

1

0.1

0.1

0.1

0.1

0.1

0.1

1

1

1

1

1

1

1

14

1

1

1

1

1

1

0.1

0.1

0.1

0.1

0.1

0.1

1

1

1

1

1

1

1

15

1

1

1

0.25

0.25

0.25

0.25

0.25

1

0.25

0.25

16

1

1

1

0.25

0.25

0.25

0.25

0.25

0.5

0.25

0.25

18

SUB TOTAL

1

1

1

0.25

0.25

0.25

0.25

0.25

0.5

0.25

0.25

17

772.20 503.60 503.60 755.41 503.60 503.60 503.60

1,510.82 1,510.82 1,510.82 1,510.82 1,510.82 1,510.82 1,510.82 1,510.82

3,357.40 2,316.60 1,930.50 2,518.03 1,930.50 2,316.60 1,930.50 2,014.45 2,014.45 2,014.45 2,014.45 2,014.45 2,014.45

UNIT PRICE US$

2,316.60 1,510.79 1,510.79 6,798.69 0.00 0.00 0.00 93,369.05

17,525.57

4,532.46 4,532.46 4,532.46 4,532.46 4,532.46 4,532.46 1,510.82 1,510.82

10,072.21 6,949.80 5,791.50 0.00 0.00 0.00 0.00 6,043.34 6,043.34 2,014.45 4,028.90 4,028.90 6,043.34

298,077.01

8,301.15 5,413.67 5,413.67 0.00 6,043.16 6,043.16 6,043.16

0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,208.66

36,092.08 24,903.45 23,166.00 21,403.30 16,409.25 21,428.55 107,142.75 1,813.00 1,813.00 0.00 1,813.00 1,813.00 1,813.00

SUB TOTAL (Rp) IMPLEMENT ATION

DESIGN

772.20 503.60 503.60 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 755.41 755.41

3,357.40 2,316.60 0.00 2,518.03 0.00 0.00 0.00 1,007.22 1,007.22 1,007.22 1,007.22 1,007.22 1,007.22

PS+S

408,971.63

11,389.95 7,428.06 7,428.06 6,798.69 6,043.16 6,043.16 6,043.16

4,532.46 4,532.46 4,532.46 4,532.46 4,532.46 4,532.46 2,266.23 3,474.89

49,521.69 34,169.85 28,957.50 23,921.33 16,409.25 21,428.55 107,142.75 8,863.56 8,863.56 3,021.67 6,849.12 6,849.12 8,863.56

™

F

E

D.

C.

B.

A.

NO

1 2 3 4 5

D.2

D.1

1 2 3

1 2

4

1 2 3

DESCRIPTION

OFFICE RUNNING COST OFFICE SPACE OFFICE SUPPLIES EQUIPMENT - Personal Computer/Laptop - Plotter - Printer - Digital camera - Scanner ELECTRICITY, COMMUNICATION, FACS & WATER LAND DATA COLLECTION SATELLITE IMAGE AERIAL PHOTO LOCAL TRANSPORTATION CAR MOTOR BIKE MOTOR OIL / FUEL SURVEY RUNNING COST ZONE SULAWESI (6 LOCATION) a. JAKARTA - MANADO b. LOCAL TRANSPORTATION c. ACCOMMODATION MISCELLANEOUS b. TOPOGRAPHIC c. SOIL INVESTIGATION 1 Batulubang School 1 2 Batulubang School 2 3 Paudean School 4 Pantenusu 5 Pamurutan Pier & Well 6 Lirang Primary School e. GPS f. THEODOLITE & WATER PASS g. Building Permits 1 Batulubang School 1 2 Batulubang School 2 3 Paudean School 4 Pantenusu 5 Pamurutan Pier & Well 6 Lirang Primary School SITE VISIT a. JAKARTA - MANADO b. LOCAL TRANSPORTATION c. ACCOMMODATION REPORT & DOCUMENTATION BUILDING PERMIT DOCUMENT TENDER DOCUMENT REPORT DRAWING DOCUMENTATION DOCUMENTATIONS

2. UNDIRECT COST

RENT RENT

1 1 1 1 1

x x x x x

7 35 18 18 18

89 89 178

x 2100 x 2000 1 x 1500 x 1 x 2200

1 x 1 x 1 x

0.09 0.09 1 0.09 1 0.09

1 1 1 1 1 1 14 14

x x x x x x x x

1 1 1 1 1 1 1 1

1 1 12

9 63 270

149 2 18 82 2 18

18 18

1

4 x 4 x 4 x

x x x

x x x x x x

x x

14 x

1 1 15

1 1 1 1 1 1

RENT RENT RENT

RENT RENT

1 1

RENT

Unit/M Unit/M ltr

Unit/M Unit/M Unit/M Unit/M Unit/M Month

Unit/M Unit/M

M/Trips M/Trips Days

sqm sqm ls sqm ls sqm

ls ls ls ls ls ls Days Days

Days

M/Trips M/Trips Days

QUANTITY

1 1 1

1

4

4

1

2

2

1

2

2

1

1

1

1

4

2

2

1

0.5

1 1

1

1

1

1

1

1

4

2

2

1

1

1

1

1

8 0.5

8

1

1

0.5

1

1

4

4

1

3

4

1

1

2

1

1

1

1

1

35

7

4

2

2

1

0.5

1

1

8

1

1

5

1

1

1

14

7

7

1

1

8

1

1

6

1

1

1

14

7

7

1

2

1

8

1

1

7

1

1

1

14

7

7

1

7

1

10

1

1

8

1

1

1

14

7

7

1

7

1

10

1

1

9

1

1

1

14

7

1

1

1

14

7

7

7

7

1

7

1

7

1

10

1

1

11

1

1

7

1

10

1

1

10

MONTH

1

1

1

14

7

7

7

1

1

7

1

10

1

1

12

1

1

1

14

7

7

7

1

1

7

1

10

1

1

13

1

1

1

14

7

7

7

1

1

7

1

10

1

1

14

1

1

1

14

7

7

7

1

1

7

1

10

1

1

15

1

1

1

6

3

3

7

1

1

7

1

7

1

1

16

1

1

1

6

3

3

7

1

1

7

1

7

1

1

18

SUB TOTAL

1

1

1

6

3

3

7

1

1

7

1

7

1

1

17

369.60 369.60 295.68 295.68 295.68

739.20 1,108.80 241.04

17.74 17.74 2,217.60 17.74 2,217.60 17.74

4,435.20 4,435.20 4,435.20 4,435.20 4,435.20 4,435.20 32.14 56.23

120.52

739.20 1,108.80 241.04

2,587.20 12,936.00 887.04 887.04 887.04 129,485.67

31,060.12

4,435.20 6,652.80 2,892.52

3,460.90 3,193.20 2,217.60 2,394.90 2,217.60 3,512.52

4,435.20 4,435.20 4,435.20 4,435.20 4,435.20 4,435.20 449.95 787.27

1,687.30

2,956.80 4,435.20 11,570.09

0.00 0.00

3,016.32 295.68 377.04 59.14 59.14 5,322.24

17,374.50 5,322.24

373,901.06

0.00 0.00 3,843.84 3,843.84 3,843.84

58,396.80 87,595.20 38,084.87

16,679.52 17,027.64 4,495.50

14,704.56 0.00 1,633.84 2,336.03 0.00 23,063.04

75,289.50 23,063.04

SUB TOTAL (Rp) IMPLEMENT ATION

DESIGN

0.00 0.00 591.36 591.36 591.36

2,956.80 4,435.20 1,928.35

0.00 0.00

1,005.44 0.00 251.36 29.57 0.00 3,548.16

125.68 147.84 125.68 29.57 29.57 1,774.08

1,853.28 270.28 1.11

11,583.00 3,548.16

PS+S

5,791.50 1,774.08

UNIT PRICE US$

534,446.85

2,587.20 12,936.00 5,322.24 5,322.24 5,322.24

65,788.80 98,683.20 42,905.74

3,460.90 3,193.20 2,217.60 2,394.90 2,217.60 3,512.52

4,435.20 4,435.20 4,435.20 4,435.20 4,435.20 4,435.20 449.95 787.27

1,687.30

2,956.80 4,435.20 11,570.09

16,679.52 17,027.64 4,495.50

18,726.32 295.68 2,262.24 2,424.74 59.14 31,933.44

104,247.00 31,933.44

™

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