port of lobito rehabilitation project

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CONTRACT
For
EXTENSION OF CHEDDI JAGAN
INTERNATIONAL AIRPORT, GUYANA
Date: November 10, 2011
Employer:
Ministry of Public Works
and Communications
Oranapai Towers
Wight’s Lane, Kingston
Georgetown, Guyana
Contractor:
China Harbour Engineering
Company Ltd.
No. 9 Chun Xiu Road
Dong Zhi Men Wai
Beijing China
Post Code: 100027
EXTENSION OF CHEDDI JAGAN INTERNATIONAL AIRPORT, GUYANA
Contract Documents
TABLE OF CONTENTS
1.
CONTRACT AGREEMENT
2.
CONDITIONS OF CONTRACT
3.
SCOPE OF WORKS
4.
PRELIMINARY DRAWINGS
5.
CONTRACT SPECIFICATIONS
6.
EMPLOYER’S REQUIREMENTS
7.
BILLS OF QUANTITIES
8.
FORMS AND APPENDICES
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CONTRACT
1.
This Contract ( hereinafter called the Contract) is made on the 10Th day of
November
2011
COMMUNICATIONS,
between
the
GOVERNMENT
MINISTRY
OF
OF
GUYANA
PUBLIC
WORKS
AND
(Hereinafter called “the
Employer”) of the one party, and CHINA HARBOUR ENGINEERING COMPANY LTD.
of No.9 Chunxiu Road, Dongzhimenwai, Beijing, P.R. China. (Hereinafter called “the
Contractor”) of the other party;
Whereas the Employer is desirous that certain works, hereinafter called the "Works" in
the country of Guyana should be executed by the Contractor in accordance with
specifications and drawings:
and has accepted a Proposal from the Contractor for the execution and completion of
such works and remedying of any defects therein.
The Employer and the Contractor agree as follows: -
1.
In this Contract Agreement words and expressions shall have the same meaning
as are respectively assigned to them in the Conditions of Contract hereinafter
referred to.
2.
The following documents are bound into this Contract and shall be deemed to
form and be read and construed as part of this Contract:
(a)
Contract Agreement
(b)
Form and Appendices The Conditions of Contract ( Parts I and II)
FIDIC 1999 Design Build to be subsequently amended and agreed to
be applicable to EXTENSION OF CHEDDI JAGAN INTERNATIONAL
AIRPORT, GUYANA(subsequently referred to hereinafter as the
Contract)
(c)
The Employer’s Requirements.
(d)
The Preliminary Bill of Quantities and Forms
(e)
The Proposal
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3.
Contract Documents
In consideration of the payments to be made by the Employer to the Contractor
as hereinafter mentioned, the Contractor hereby covenants with the Employer to
execute and complete the Works and remedy any associated defects therein, in
conformity with the provisions of the Contract.
4.
The Employer hereby covenants to pay the Contractor, in consideration of the
execution and completion of the Works and the remedying of associated defects
therein, the Contract Price at the times and in the manner prescribed by the
Contract.
5.
The Contract Price is agreed by the Employer and the Contractor to be
138,000,000.00 USD (One Hundred and Thirty Eight Million US Dollars) for total
excludes all taxes, duties, royalties and fees of all kinds imposed by the Guyana
governmental and statutory authorities. Fixed Exchange rate shall be the same
as the exchange rate in the Loan Agreement Between the Employer and EXIM
Bank of China.
In Witness whereof the parties hereto have caused this Agreement to be
executed the day and year first before written in accordance with their respective
laws.
SIGNED by:
SIGNED by:
Name:
Name: Mr. Ren Guangjie
Title:
Title: General Manager of Business
Development Department of China
Harbour Engineering Company Limited
(Jamaica)
For and on behalf of the Employer in the
For and on behalf of the Contractor in
presence of
the presence of
Witness :
Witness :
Name :
Name :
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Address :
Address :
Date :
Date :
SIGNED by:
Name:
Title:
For and on behalf of the Ministry of
Finance in the presence of
Witness :
Name :
Address :
Date :
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Contract Documents
2. CONDITIONS OF CONTRACT
Part IThe conditions of contract applying to this Contract shall be those issued by the
Federation International Des Ingenieurs-Counsils (F.I.D.I.C.) for “Conditions of Contract
for Plant and Design-Build”(YELLOW BOOK), printed in1999.
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PART II- Conditions of Particular Application for “Conditions of Contract for Plant
and Design-Build”, printed 1999.
The Conditions of this Particular Application are amendments and additions to the
General Conditions. Clauses in this part are modifications or amplifications of the
General Conditions and carry the numbers of the Clauses which they amend.
In so far as any of the Part II Conditions may conflict with any of the Part I Conditions,
the Part II Conditions shall prevail.
1
General Provisions
1.1.1
The Contract.
1.1.1.9 Delete “Appendix to Tender”; Substitute: “Appendix to Contract”.
This change applies to all other Sub-Clauses where reference is made to Appendix to
Tender.
1.1.1.11 “Loan Agreement” means the agreement signed between The Export Import Bank of
China and The Guyana Government about lending the relevant funds for the Project.
1.1.2
Parties and Persons
1.1.2.5 Contractors Representative
‘’The Contractors Representative shall be ‘Mr Liu Jialin’.
1.1.2.7
Add the following.
“Senior site resident personnel for design and construction shall be fluent in the English
language, both orally and in writing.”
1.1.3
1.1.3.2
Dates, Tests, Periods and Completion
Sub-clause 1.1.3.2 shall be deleted and the following substituted.
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“Commencement Date means twenty one days after the date of receipt of the Advance
Payment.”
1.1.4
1.1.4.1
Money and Payments
Sub-clause 1.1.4.1 shall be deleted and the following substituted.
“Contract Price” means the Price amount specified in the Contract Agreement for the execution
and completion of the Works and the remedying of any associated defects.”
1.3
Communications
Add the following:
“All communication, both written and oral shall be in English.”
1.4
Law and Language
Delete and insert the following.
“(a) The language according to which the Contract is to construed and interpreted shall be
English, which is designated the “Ruling Language”
(b) The English Language shall be used by the Contractor in all correspondence, drawings,
specifications, method statements, descriptive literature and for the preparation of Bills of
Lading, Insurance Policies, Invoices and Inspection Certificates.
1.13
Compliance with Laws
In sub-paragraph (a), first sentence, before the word “Permanent”, Insert words “Temporary
and”.
In sub-paragraph (b): replace all words “Contractor” by words “Employer”; replace word
“Employer” by “Contractor.
2
2.2
The Employer
Permits, Licences or Approvals
At the end of Sub-Clause 2.2, add the following:
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(c) When blasting operation is required for underwater and quarry operation and dangerous
materials are necessary for the construction, the Employer shall assist the Contractor to obtain
all the necessary permits, licences or approvals from relevant authorities. These shall be free of
charge to the Contractor.
(d) The Employer shall assist the Contractor to obtain all licences for all vessels, cars and
vehicles, wireless radio, GPS frequency, mobile phone, internet etc. for all the execution of the
Works.
(e) The Employer shall assist the Contractor to obtain all permits and licences for all the
materials, equipment, tools, machinery, instruments, foods, medicines imported by the
Contractor for all the execution of the Works.
(f) The Employer shall provide the Contractor with all necessary work permits for all their foreign
staffs and workers, subject to Guyanese security clearance.
(g) The Employer shall assist the Contractor to obtain local ID cards for all their foreign staffs
and workers where necessary for the execution of works..
4 The Contractor
4.2
Performance Security
Add at the end of the second paragraph:
“The Performance Security shall be in the form annexed to the Particular Conditions.’’
‘’The Employer shall indemnify and hold the Contractor harmless against and from all damages,
losses and expenses (including legal fees and expenses) resulting from any claim under the
Performance Security to the extent to which the Employer was not entitled to make the claim.”
At the end of Sub-Clause 4.2, insert:
“If the Performance Security is in the form of a bank guarantee, it is acceptable to the Employer
that the bank guarantee can be issued by a bank incorporated in the home country of the
Contractor. The amount of Performance Security shall be ten percent (10%) of the Contract
Price.”
4.13
Rights of Way and Facilities
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After the end of Sub-Clause 4. 13 add a new paragraph:
“The Employer shall provide assistance with obtaining any permission which may be required
from the relevant authorities for the use of rights-of-way and facilities and shall be free of charge
to the Contractor on property owned by Government.”
4.14
Avoidance of Interference
(b) Delete: "occupation of all roads" and
Replace: "occupation of all waterways, roads"
4.20
Employer’s Equipment and Free-Issue Material
Delete this clause and replace with:
1)
“The Employer will provide the sand and other fill material (sites) to the contractor for
free, and the distance from material source to the project site shall be within 12 km, but
if the distance is more than 12 km, the transportation fee will be increased according to
actually distance. The Employer shall be fully responsible for the quantity, quality and
timely supply of the abovementioned sand and other fill material. Provided the
Employer fails to satisfy this requirement, the Contractor shall be entitled claim
expense and time extension accordingly. The acceptance, inspection, care, custody
and control of the material supplied by the Employer shall not relieve the Employer of
liability for any shortage, defect, or default of the material.
4.21
Progress Reports
Add: "(i)
an update of the current programme submitted under Sub-Clause 8.3."
6 Staff and Labour
6.1
Engagement of Staff and Labour
At the end of Sub-Clause 6.1, insert:
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"The Contractor agrees to use local nationals and make sure the proportion of the Chinese
labour and the local nationals will not less than the 6:4 except special technical skilled."
6.4
Labour Laws
Add the following to this Clause:
"The Employer shall provide all assistance reasonably requested by the Contractor for the
purpose of obtaining any necessary work permits. The Employer shall act in good time to obtain
such work permits as are necessary for the timely execution of the Works."
6.5
Working Hours
Delete Sub-Clause 6.5 and substitute:
Normal working hours will be 10 hours per day, 7 days per week. , the Employer shall guarantee
the Contractor have no less than 10 hours available and effective work-time per day, if the
actual work-time of one day is less than 10 hours, the Employer shall remedy the Contract by
the time extension and cost compensation. When and where necessary, the Contractor is
entitled to work overtime up to 24 hours per day and 7 days per week to cope with the actual site
conditions and progress.
6.6 Facilities for Staff and Labour
Delete Sub-Clause 6.6 and substitute:
The Contractor shall provide and maintain all necessary accommodation and welfare facilities
only for Chinese staff and labour.
6.7
Health and Safety
Add Sub-Clause 6.12
Professional and Technical Personnel
Add the following to this Clause
‘’The Employer will permit the Contractor to import professional and technical personnel as if
considers necessary for the work.’’
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‘’The Employer will issue work permits for all professional and technical personnel upon the
application request from the Contractor.’’
8 Commencement, Delays and Suspension
8.1
Commencement of Works
Delete first paragraph and substitute:
The Commencement Date of the Works shall be the date on 21 days after the Contractor
receives the Advance Payment. The Contractor shall submit the verification of receiving the
Advance Payment issued by the Bank to the Employer.
8.3
Programme
The first sentence of Sub – Clause 8.3 shall be deleted, and the following substituted:
"The Contractor shall submit a detailed construction schedule/time programme to the Engineer
within 28 (twenty-eight) days after the Commencement Date. The programme is to be submitted
in electronic Microsoft Project format. If the Contractor proposes to use other software, a copy of
the software shall be made available to the Engineer and the Employer for the implementation
of the Woks during the Contract Period.
14
14.1
Contract Price and Payment
The Contract Price
Delete sub-paragraph (b) and substitute:
(b). All Goods and Equipments imported by the Contractor into Guyana shall be exempt from all
all taxes, duties, royalties and fees imposed by the Guyana governmental and statutory
authorities, The Employer shall endorse the necessary exemption documents prepared by the
Contractor for presentation in order to clear the Goods and Equipments through Customs. If
exemption is not then granted, the customs duties payable and paid shall be reimbursed by the
Employer. The Employer shall seek exemption for the purposes of the sub-clause, if it is not
granted, the relevant taxes paid shall be reimbursed by the Employer.
14.3
Application for Interim Payment Certificates
Delete: "six" and Substitute: "three".
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Applications will be based on % of works complete up to the date of the ‘application for payment’
taking into account any material on site and advance payments made to subcontractors.
14.6
Issue of Interim Payment Certificates
The first paragraph of Sub-Clause 14.6 shall be deleted, and the following substituted:
"The Contractor and the Engineer shall confer on or about the last working day of each month in
order to discuss and (if possible) agree the amounts to which the Contractor is entitled.
Thereafter, the Engineer shall, within 14 (fourteen) days after receiving a Statement and
supporting documents, issue to the Employer an Interim Payment Certificate which shall state
the amount which the Engineer fairly determines to be due, with supporting particulars."
14.7
Payment
In Sub-Clause14.7, sub-paragraph (a): - Delete “42 days” and substite”21 days”; Delete “21
days” and substitute “14 days”.
Sub – Clause 14.7 (b) shall be deleted, and the following substituted:
"(b)
the amount certified in each Interim Payment Certificate within 28 (twenty-eight) days of
the Engineer advising the Employer of the amount payable; and"
In Sub-Clauses (c):
Delete the words “within 56 days”, and substitute the words “within 28 days of certification by the
Engineer”. With the stipulation of Advance Payment and Performance Security in the contract,
the contractor’s submission price is based on:
1). Contract Price of this project only includes:
a)
Design for the Contractor’s works which is mentioned from Clause 2) to Clause 10)
followed.
b)
Design for New Car Park, Internal Road Area and Handing Equipment Area whose
construction will be undertaken by Employer and the Contractor shall be responsibility
for the design;
c)
Mark the position of new Cargo Area and Fuel farm in Layout Drawings and have no
responsibility to make the detail design and construction both of which will be
undertaken by the Employer and not included in the project scope.
d)
Land Backfilling work in Runway Extension Area and Airport Terminal Area excluding
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the resources fees imposed on the backfilling sand and other borrow material. “The
Employer will provide the sand and other fill material (sites) to the contractor for free,
and the distance from material source to the project site shall be within 12 km, but if the
distance is more than 12 km, the transportation fee will be increased according to
e)
New Airport Terminal Building including Civil Building and relative systems inside of
Civil Building Power which are comprised by Power Supply System, Communication
Engineering System, Water Supply and Fire Control System, Ventilation and Air
Conditioning System.
f)
Pavement of New Apron
g)
Layout structure and systems
h)
Oil tank
i)
Existing Ground Foundation Treatment in Runway Extension Area.
j)
Water Supply and Drainage for Runway Extension Area
k)
Water Supply and Drainage for 2# Fire Pump Station
l)
Power Supply Line for Runway Extension Area.
2). New Car Park and Internal Road Area Construction; Handing Equipment; Removal of
existing terminal, existing cargo store and containers, New Cargo area, new fuel farm, existing
LLZ removing or renewing; outside access road and any other which are not mentioned in
above clause 1) are not included in the project and the Contract Price, these works will be
undertaken by the Employers. The Employer shall finish the Removal of existing terminal,
existing cargo store and containers on the Contractor’s requirement.
3). If because the Employer could not cooperate with Contractor to finish the Auxiliary work
as well as the Contractor’s schedule, the progress will be delayed, the Employer shall remedy
the Contractor by the time extension and cost compensation.
4). The Contract Price excludes all taxes, duties, royalties and fees imposed by the Guyana
governmental and statutory authorities, the employer shall be responsible for all taxes, duties,
royalties and fees imposed by the Guyana Governmental and statutory authorities.
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5). The advance payment provided by the Employer should be 15% of the total contract
price；
6). The Performance Security should be 10% the total contract price, the Performance
Security will be issued directly through a EXIM Bank in China.
7). Temporary yard for construction will be provided by the Employer for free, the estimation
excludes the cost of land acquisition and resettlement which should be undertaken by the
Employer;
8). The duration of the project is 32 months, the Employer shall guarantee that the
Contractor have no less than 10 hours available and effective work-time per day, if the actual
work-time of one day is less than 10 hours, the Employer shall remedy the Contractor by the
time extension and cost compensation.
9). The Final Design shall be completed within a maximum 6 months from commencement
date; only if the Employer ensures timely review for final design documents submitted by the
contractor. Approval of final design documents and technical specifications to be received in
writing from the employer within ‘30 calendar days’ from the date of receipt.
17 Risk and Responsibility
17.3
Employer’s Risks
At the end of Sub-Clause 17.3 (a), insert:
"within the Country."
20 Claims Disputes and Arbitration
In Sub-Clause 20.1, first paragraph: - Delete “28 days” and substite”56 days”
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3. SCOPE OF WORK
3.1 Scope of Work
1)
followed.
2) Design for New Car Park, Internal Road Area and Handing Equipment Area whose
for the design;
3) Mark the position of new Cargo Area and Fuel farm in Layout Drawings and have no
4)
5)
6)
7)
8)
Oil tank
9)
10) Water Supply and Drainage for Runway Extension Area
11) Water Supply and Drainage for 2# Fire Pump Station
12) Power Supply Line for Runway Extension Area.
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4. DRAWINGS
The outline design drawing for the CHEDDI JAGAN INTERNATIONAL AIRPORT EXTENSION
PROJECT, GUYANA made by the Contractor is attached, while it will be developed during the design
process by the Contractor.
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OPTION A FOR TERMINAL BULIDING
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OPTION B FOR TERMINAL BULIDING
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OPTION C FOR TERMINAL BULIDING
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OPTION D FOR TERMINAL BULIDING
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5. SPECIFICATIONS
The design, the Contractor’s documents, the execution and the completed Works shall comply
with the standards of The ICAO Annex 14- Aerodrome – Volume 1 Aerodrome Design and
Operation, 4th Edition, July 2004.
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6. EMPLOYER’S REQUIREMENTS
SECTION I – GENERAL INFORMATION
A. Objective
The government of Guyana is requesting a proposal to procure professional architectural,
engineering and construction services capable of providing all materials, labor, equipment and
services necessary to perform the planning, design and construction for the replacement of the
existing terminal building with a new, state of the art facility and expand the runway and Apron in
order to accept wide body aircraft capable of transcontinental flights at CheddiJagan
International Airport.
B. Experience Requirements
The Design/Build team must be able to demonstrate having recent experience and current
knowledge of International Code Council (ICC), ICAO, TSA, FAA and IATA standards,
regulations and advisory circulars, as well as all other governing codes and standards.
In addition, the Design/Build Team must demonstrate knowledge of the existing airport
terminal building and site conditions, knowledge of local construction means and methods, and
have all necessary design and construction licenses and certifications required by the
Government of Guyana to design and build this project.
C. The Work Scope of the Design/Build Team
The Scope of Works of the project contains as follow:
1)
2)
3)
4)
5)
6)
7)
followed.
Design for New Car Park, Internal Road Area and Handing Equipment Area whose
for the design;
Mark the position of new Cargo Area and Fuel farm in Layout Drawings and have no
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8)
9)
10)
11)
12)
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Oil tank
Water Supply and Drainage for Runway Extension Area
Water Supply and Drainage for 2# Fire Pump Station
Power Supply Line for Runway Extension Area.
SECTION II – DESCRIPTION OF PROJECT
A. Background
The government of Guyana has identified tourism as a priority in the country’s economic
development plan and recognizes that improvement of CheddiJagan International Airport is of
paramount importance in order to promote a sustainable tourism industry.
The existing airport terminal building is not currently capable of meeting peak traffic
demand, or of expanding to meet the desired growth in passenger volume. It also cannot
accommodate state-of-the-art airport terminal systems for passenger comfort, convenience and
efficiency. The one story buildings cannot accommodate aircraft boarding bridges forcing
passengers to walk to and from the aircraft along the apron. The ability to generate revenue
from concessions, airline office space and ticket counter usage is also limited. Expansion
capabilities of the existing terminal are compromised due to the current terminal configurations.
There are currently two intersecting runways. The primary runway is used exclusively for
international flight operations, while the secondary runway is used for domestic operations. The
length and width of the primary runway (2,270 meters x 45.7 meters) limits the size and range of
the aircrafts that can use them.
B. Objectives
The objectives of this project are as follows:
1. Enlarge runway to provide greater level of service and safety and to allow for
emergency diversions.
2. Lower airport operating costs (passenger and cargo).
3. Increased passenger comfort, convenience and efficiency.
4. Increased airport efficiencies through more efficient terminal and airfield design as
well as state-of-the-art technologies in security screening, communications,
baggage handling and other systems.
C. Scope
The project scope includes the expansion of the airfield and the terminal area as follows:
1. Airfield:
1. The primary runway is to be extended 1,066.8 meters, to reach a total length of
3,336.8 meters in order to meet the operational requirements of wide body
aircraft. The runway will be remain ILS-I type.
2. A turning area is to be provided at the end of the extension.
3. The parallel taxiway will not be included in this project at this time.
4. Navigation facilities such as lighting are to be installed.
5. A service vehicle lane is to be provided as well as emergency facilities such as fire
fighting systems.
6. After expansion is completed the airfield shall be Class 4E.
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2. Terminal Building:
a. A new two story terminal building is to be built west of the existing terminal.
b. The new building is to be divided into two parts; the terminal building and the
departure lounges/gates and arrival concourse.
c. The terminal building is to house the following:
• Second Floor (Departure level)
o Airline back-of-counter office space
o Space for Concessions
o Security check point(x-ray)
• First Floor (Arrival level)
o Baggage make-up rooms (outbound)
o Immigrations
o Baggage claim (inbound)
o Customs
o Greeters Lobby
o Ground transportation
o Twenty (20) check-in counters
o Passenger drop-off zone
d. The concourse is to house the following:
• Second Floor (passenger level)
o Departure lounges with 8 loading bridges
o Space for Concessions
• First Level (airline operational area)
o Sterile Corridors
o Airside Operations
o Sterile corridors (international arrivals)
e. Terminal wide low voltage systems to be installed are to be as follows:
• Computer Management System
• Departure Management System
• Flight Information Display System
• Building Automation System
• CCTV System
• Fire Alarm System and linkage control system
• Clock System
f. Aircraft parking apron is to be expanded.
g. The taxiway linking the parking apron with the runway is to be rebuilt and
expanded.
D. Project Schedule
The duration of project is 32 months.
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SECTION III – TECHNICAL REQUIREMENT
1. Land Formation
The bulk backfilling material shall be local sand material. Quality of sand and
Selection of Sand Source should as follows:
a. Backfilling Sand Quality:
Particles mass (diameter over 0.075mm) must account for over 85% of gross
mass. Particles mass (diameter within 0.005mm) must account for less than 3%
of gross mass.
b. Sand Source Selection
The Employer will provide the sand source where the sand quility and quantity
shall be suitable to technical requriement to the contractor for free, and the
distance from sand source to the project site shall be within 12 km.
c. Foundation Treatment
The contractor should carry out the foundationtreatment for runway areas, RESA,
runway strip, stop way and service road. Foundation treatment requirements are
as follows:
1) The commissioned elevation after foundation treatment leveling should be the
finished level of foundation treatment.
2) Runway bearing capacity should reach above 180kPa after foundation
treatment.
3) Cone penetration test cone pointed resistance shall be as follows:
4) More than 3.0m depth, the static contact resistance value ≥10Mpa;
5) Up to 3.0m depth, the static contact resistance value ≥ 12Mpa.
d. SPT N 63.5
1) More than 3.0m depth, N 63.5 ≥20-25;
2) Up to 3.0m depth, N 63.5 ≥ 20-30
e. Surface compaction requirements
Surface after vibration roller leveling, within depth of 1.0m, density degree ≥98%;
f. For other area, Surface after vibration roller leveling, within depth of 1.0m, density
degree ≥90%.
2. Pavement
Appropriate pavement structure should be selected for the runway, taxiway and apron
extension, and the materials should be suitable for Guyana weather conditions.
Requirements of Pavement slope of each area are as follows:
a. Pavement area
New runway longitudinalslope must naturally connect the original runway.
Crossslope of runway and road shoulder should take 1.5% of the double side
slope; taxiway and road shoulder take 1.5% of the double side slope; and the
slope of apron take 0.8%.
b. soil surface area
Soil surface area of runway and taxiway (flat area and uneven area) can be
connected to the runway and taxiway. For stop way and RESA, longitudinalslope
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should take 5% slope, and the crossslope take 2% slope. For runway ends
safety areas, crossslope also take 2% slope.
3. Lighting
Lighting Aids system involved in this extension project includes new runway lights,
centre line lights, new taxiway lights, new airfield apron area lights and the exiting
approach lights, threshold lights, runway end lights need to be adjusted.
The lighting system should be efficient, safe and convenient to use. Computer control
will be adopted for the lighting system in the airport. The lighting control station and
control tower can conduct control, supervision (including power supply, fire fighting,
video system and monitoring system), maintenance and management over all the
navigation lighting system of the airport.
4. Navigation system
After expansion, the runway will be remain class I precise instrument landing system.
The shifting of existing navigation facilities such as existing LLZ will not in CHEC’s
scope.
5.
Terminal building
The plan and design of the terminal building should aim at fast and efficient operation so
as to meet the demand of international airlines. The arrangement in the building is
reasonable and walking distance, waiting time and space can meet the requirements of
first class airport by IATA. The operation management should also be taken into account
so as to reduce operation costs.
6.
Parking places
The arrangement of apron and parking places should consider following factors:
a. The parking demand during peak period
b. Current plane types and possible plane types in the future
c. Effect of runway capacity limitation
d. The interaction between peak demand and annual visitor amount
e. The comparison between the airport and similar airports in other countries.
7. The handling process
The design of handling process should meet the requirements of arriving and departing
passengers. The requirements of the Client’s are as the following:
a. The handling process of passenger is in a “two-layer” arrangement.
b. 8 sets of passenger boarding bridge should be purchased. The passenger
boarding bridge can serve a wide range of commercial aircraft of ICAO Code C,
D and E based on the actual apron condition.
c. 20 check-in counters and the 20 relevant weighing scales will be arranged in the
new terminal building on the second floor.
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d. 2 sets of hold baggage inspection (including X-ray baggage scanning machine and
the relevant baggage conveyors should be arranged near the above mentioned
check-in counters, the Hold Baggage Machines should meet the specifications of
the CTX 5800 Morpho Safran Equipment.
e. 4 sets of X-ray hand baggage scanning machine should be purchased, (3 for the
departures area and one for the VIP Area).
f. 2 sets of escalator should be purchased, for carrying passengers up and down the
floor.
g. 2 sets of accessible elevator should be purchased, for carrying passengers up and
down the floor.
h. 3 sets of baggage claim turntable should be arranged in the new terminal building
on the first floor.
i. 4 sets of walk through metal detectors should be purchased.
8. Fire Fighting
a. Emergency rescuer facilities shall be built up in the airfield complying with ICAO
Standard.
b. Firefighting facilities must be set in accordance with the requirements of Fire
Code for Terminal Building.
9.
Sewage
Terminal sewage treatment facilities shall aim to the reuse of water resources, and to
achieve zero emissions.
10.
Power
The Power supply system in the project shall cover the new airport Terminal Building
and the new lightings of runway extension and other auxiliary facilities etc.
The substation should be composed of generator room, low voltage room, diesel
storage room, duty room and etc. Lightings, air conditioning, conveyor, escalator,
elevator, X-ray machine, etc. of the new Terminal Building, and other new auxiliary
facilities will be supplied by Substations.
Energy saving and environmental protection equipment should be selected for the
power supply system. Energy saving low-loss dry transformer shall be applied in the
Project.
11.
Illumination
High effect and energy saving Illumination source and facilities shall be applied for the
Project. All cables shall be environmental protection isolation material.
12.
Control Systems
The following control system shall be included:
Page 39 of 76
Contract Documents
a. Departure Control System
b. Security screening information management system
c. Flight information display system
d. Clock system
e. Fire alarm and linkage control system
13.
Environment Protection
Environment protection shall comply with the Guyana Environmental Protection Act.
14.
Airport
Operation
Safety
During Construction
The construction of expansion shall ensure the operation safety of existing airport, and
shall complying with FAA Advisory Circular (AC)150/5370-2E Operational Safety on
Airport During Construction..
15.
References
The main reference documents to be complied with are the following:
a.
IACO Annex 14- Aerodrome –
Volume 1 Aerodrome Design and Operation, 4th Edition, July 2004
b.
IATA
Airport
Development
Reference Manual 9th Edition, 2004
c.
Other
related
international
codes and standards of STA, FAA and TSA, standards, regulations and
advisory circulars.
The standards of quality for the terminal building construction materials shall be as
required by the following:
a. Concrete:
i. American Concrete Institute
b. Steel:
i. American Institute of Steel Construction
c. Masonry:
ASTM C 90
ASTM C 270
(2009) Loadbearing Concrete Masonry Units
(2008a) Standard Specifications for Mortar for Unit
Masonry
d. Curtain Walls, Aluminum & Glass Doors and Frames:
Aluminum Association (AA)
AA ASD1
(2009) Aluminum Standards and Data
American Society of Civil Engineers (ASCE)
ASCE 7-05
(2006; Errata 2007) Minimum Design Loads for Buildings
and Other Structures
ASTM International (ASTM)
e. Escalators & Elevators
i. ASME International (ASME)
Page 40 of 76
Contract Documents
ii. ASTM IInternational (ASTM)
iii. International Code Council (ICC)
f. HVAC
i. Air Movement and Control Association International (AMCA)
ii. Air-conditioning, Heating and Refrigeration Institute (AHRI)
iii. American Society of Heating, Refrigerating and Air-conditioning
Engineers (ASHRAE)
iv. ASME International (ASME)
v. ASTM IInternational (ASTM)
vi. Sheet metal and Air conditioning Contractors National Association
(SMACNA)
g. Plumbing and Fire Protection
i. National Fire Protection Association (NFPA)
ii. ASTM International (ASTM)
iii. ASME International (ASME)
iv. International Association of Plumbing and Mechanical Officials (IAPMO)
v. International Code Council (ICC)
h. Electrical
i. National Electrical Manufacturers Association (NEMA)
ii. Sheet Metal and air conditioning contractors National Association
(SMACNA)
iii. Underwriters Laboratories (UL)
iv. Institute of Electrical and Electronics Engineers (IEEE)
v. National fire Protection Association (NFPA)
Page 41 of 76
Contract Documents
BILL OF QUANTITIES
Project:Terminal Buliding and Runway Extension Porject For Cheddi Jagan International Airport, Guyana
No.
ITEM
AMOUNT（USD）
A
Pr eliminar ies
8,284,382.53
B
Constr uction
122,531,917.47
1
Land Backfilling wor k of Air port Ter minal ar ea
5,026,127.00
2
Pavement wor k for Apr on
9,935,640.00
3
Layout of Air port Ter minal Building
41,999,914.70
3.1
Civil buildings
28,084,982.96
3.2
Power supply
4,184,248.52
3.3
Communication engineering
1,962,573.04
3.4
Control engineering
3,094,976.81
3.5
Water supply and Fire control
1,192,493.14
3.6
Ventilation and Air conditioning
3,480,640.23
4
Runaway and Taxiway Extension
5
Layout str uctur e and systems
4.1
Auxiliary facility
58,211,240.09
7,074,317.08
775,922.59
Page 42 of 76
REMARK
New Car Park and Inertial Road Area
will be in charge by the employer
Contract Documents
4.2
Power supply
4,744,827.21
4.3
Water supply and Fire extinguishing system
1,459,971.51
4.4
Sewage treatment station
6
Oil tank
93,595.77
284,678.60
Total Sum of A+B
C
130,816,300.00
Site investigation and Design fees
7,183,700.00
Total Sum of A+B+C
138,000,000.00
Page 43 of 76
Contract Documents
BILL OF QUANTITIES
No.
Rate
(USD)
Description
Unit
Quantity
1.1
Allow a sum of 1.2% of the tender sum to cover the
cost of insurances
P.S
1
1,192,350.63
1,192,350.63
1.2
cost of Performance Bond or Performance
Guarantee.
P.S
1
745,219.14
745,219.14
1.3
cost of advance payment Bond or advance payment
Guarantee.
P.S
1
496,812.76
496,812.76
1.4
Mobilization (Equipments and material)
Sum
1
1,120,000.00
1,120,000.00
1.5
Contractor's supervision of works
Sum
1
1,350,000.00
1,350,000.00
1.6
As built drawings
Sum
1
100,000.00
100,000.00
1.7
Removal of the rubbish and debris during and after
the contract
Sum
1
70,000.00
70,000.00
1.8
Safety ,Health and Welfare: Personal equipment;
First Aid Facilities
Sum
1
300,000.00
300,000.00
1.9
Sampling and testing
Sum
1
150,000.00
150,000.00
Amount
(USD)
PRELIMINARIES
Page 44 of 76
Contract Documents
1.10
Contractor's site accommodation and Offices
Sum
1
610,000.00
610,000.00
1.11
Site facilities for the Engineer
Sum
1
100,000.00
100,000.00
1.12
Temporary roads
Sum
1
350,000.00
350,000.00
1.13
Temporary power supply
Sum
1
150,000.00
150,000.00
1.14
Water suply for construction
Month
30
10,000.00
300,000.00
1.15
Traffic controll during construction
Month
30
10,000.00
300,000.00
1.16
Demobilization
Sum
1
500,000.00
500,000.00
Total amount
8,284,382.53
Page 45 of 76
Contract Documents
BILL OF QUANTITIES
Project:Terminal Buliding and Runway Extension Porject For Cheddi Jagan International Airport,
Guyana
No.
Description
Unit
Quantity
Rate
Amount
Bill No.1 Land Backfilling work of Airport Terminal area
1
Transportation, Backfilling and Rolling of sand
m3
574,000.00
7.315 4,198,810.00
2
Three-dimensional vegetation net
m2
27,400.00
9.16
250,984.00
3
Vegetation soil backfilling and layering
m3
10,200.00
5.915
60,333.00
4
Orginal Ground Vibration rolling
m2
500,000.00
1.032
516,000.00
Total：
5,026,127.00
Bill No.2 Pavement
I
Apron
m2
66,000.00
1
m3
13,200.00
2
Graded crushed stone sub-base (20cm)
Cement stabilized crushed stone base course
(25cm)
m2
66,000.00
3
Concrete pavement (bending 5.0MPa) of 35cm
m3
4
Signs and Markings
m2
87.00
1,148,400.00
32.00
2,112,000.00
23,100.00
280.00
6,468,000.00
66,000.00
3.14
207,240.00
Total：
9,935,640.00
Page 46 of 76
Remarks
Contract Documents
BILL OF QUANTITIES
Project:Terminal Buliding and Runway Extension Porject For Cheddi Jagan International Airport,
Guyana
Unit: USD
CHEC
No.
Description
Unit
Remarks
Quantity
Rate
Amount
Bill No.4 Runaway and Taxiway
4.1 Backfilling
1
Exploit and transportation of sand
m3
4,404,000.00
3.115
13,718,460.00
2
Land layering and rolling
m3
3,670,000.00
4.20
15,414,000.00
3
Three-dimensional vegetation net
m2
99,600.00
9.16
912,336.00
4
Exploit and transportation of soil vegetation
m3
87,360.00
3.115
272,126.40
5
Backfill soil vegetation
m3
72,800.00
2.80
203,840.00
Sub-total：
30,520,762.40
4.2 Foundation treatment
1
Land compaction(2000kN·m)
m2
100,000.00
2
3,665,742.00
3
51,574.20
2
Vibration rolling
m
3
Fill up materials
m
730,000.00
1.032
3,783,045.74
4.20
216,611.64
4,729,657.38
Sub-total：
4.3 Pavement Works
1
7.30
Runway（U-turn land）pavement
Page 47 of 76
Contract Documents
2
55,872.00
32.00
1,787,904.00
m
2
55,872.00
4.76
265,950.72
Improved medium aggregate bitumen SMA of 6cm
m2
55,872.00
28.00
1,564,416.00
1.4
Improved Medium aggregate bitumen SMA of 6cm
m2
55,872.00
28.00
1,564,416.00
1.5
Emulsified asphalt slurry seal <1cm
m2
55,872.00
2.60
145,267.20
1.6
C15 roller-compacted concrete of 20cm
m
2
55,872.00
56.00
3,128,832.00
1.7
Cement stabilized crushed stone of 30cm
m2
55,872.00
45.00
2,514,240.00
1.8
Graded crushed stone of 20cm
m2
55,872.00
19.60
1,095,091.20
1.1
Improved bitumen SMA of 6cm
m
1.2
One layer of glass fibre grid
1.3
2
Runway shoulders pavement
2.1
Improved fine-grained bitumen SMA of 6cm
m2
32,282.00
32.00
1,033,024.00
2.2
m2
32,282.00
28.00
903,896.00
2.3
m2
32,282.00
28.00
903,896.00
2.4
m
2
32,282.00
2.60
83,933.20
2.5
m
2
32,282.00
30.00
968,460.00
2.6
m2
32,282.00
14.70
474,545.40
3
Taxiway Pavement
3.1
Improved bitumen SMA of 6cm
m2
9,000.00
32.00
288,000.00
3.2
One layer of glass fibre grid
m2
9,000.00
4.76
42,840.00
3.3
m2
9,000.00
28.00
252,000.00
Page 48 of 76
2
9,000.00
28.00
252,000.00
m
2
9,000.00
2.60
23,400.00
m2
9,000.00
60.00
540,000.00
m2
9,000.00
19.60
176,400.00
3.4
m
3.5
3.6
3.7
4
Contract Documents
Taxiway shoulders pavement
4.1
Improved fine-grained bitumen SMA of 6cm
m
2
9,000.00
32.00
288,000.00
4.2
m2
9,000.00
28.00
252,000.00
4.3
m2
9,000.00
28.00
252,000.00
4.4
m2
9,000.00
2.60
23,400.00
4.5
m2
9,000.00
30.00
270,000.00
4.6
m2
9,000.00
14.70
132,300.00
2
16,000.00
70.00
1,120,000.00
5
Fire Lane
5.1
Concrete pavement (bending 4.5MPa) of 25cm
m
5.2
m
2
16,000.00
37.50
600,000.00
5.3
m2
16,000.00
14.70
235,200.00
21,181,411.72
Sub-total：
4.4 Water Supply and Drainage for Runway and Taxiway
1
2
Steel-skeleton polyethylene complex pipe
De160 PN=1.6MPa
Steel-skeleton polyethylene complex pipe
De450 PN=1.6MPa
m
2,000.00
95.30
190,600.00
m
4,000.00
228.71
914,840.00
Page 49 of 76
3
outdoor fire hydrant SA100-1.6
set
44.00
4
Valve pit φ2000
set
5
Gate Valve DN400 PN=1.6MPa
Unit
Contract Documents
864.03
38,017.32
5.00
6,861.41
34,307.05
5.00
571.78
2,858.90
1,180,623.27
Sub-total：
4.5 Water Supply and Drainage for 2# Fire Pump Station
1
diesel fire pump
XBC-8-120/D
（Q=120L/s,H=80m）
set
3.00
12,706.32
38,118.96
2
regulator facilities for fire hydrant
set
1.00
5,294.30
5,294.30
3
Submersible sewage pump
50DASA7-12-0.75,N=0.75KW）
set
1.00
6,882.59
6,882.59
4
piping,fitting and valve,etc
sum
1.00
19,059.48
19,059.48
69,355.33
Sub-total：
4.6 Power Supply
1
Navaid lighting System renovation
sum
1.00
529,429.99
529,429.99
529,429.99
Sub-total：
Total
58,211,240.09
Page 50 of 76
Contract Documents
BILL OF QUANTITIES
No.
Description
Unit
Quantity
Rate
(USD)
Amount
(USD)
Bill No.3 Airport Terminal
3.1 Civil Buildings
1
Reinforced concrete pile
m3
1,740.00
1,376.00
2,394,240.00
2
Reinforced concrete platformonpiles
m3
1,100.00
881.50
969,650.00
3
Reinforced concrete column
m3
1,310.00
989.00
1,295,590.00
4
Reinforced concrete beam and Plate
m3
2,000.00
1,010.50
2,021,000.00
5
Steel structure
600.00
5,031.00
3,018,600.00
6
Break wall (Hollow)
m3
6,410.00
225.75
1,447,057.50
7
Break wall (Solid)
m3
1,797.12
376.25
676,166.40
8
Break hot aluminum alloy Low-e hollow
toughened glass curtain wall
m2
7,386.00
645.00
4,763,970.00
9
Aluminum curtain wall
m2
1,554.00
752.50
1,169,385.00
10
Sound absorption board condole
m2
8,100.00
145.13
1,175,553.00
11
Glass roof
m2
6,541.00
322.50
2,109,472.50
t
Page 51 of 76
Contract Documents
12
Layer 2 Single-layer corrugated steel sheet
composite insulation roof Single area
m2
5,985.00
193.50
1,158,097.50
13
Skylight
m2
3,768.00
279.50
1,053,156.00
14
Layer 2 Single-layer SGLD steel sheet composite
insulation roof Single area
m2
2,103.00
220.38
463,459.14
15
Automatic window blinds
m2
1,801.00
198.88
358,182.88
16
Glass skylight
m2
1,801.00
419.25
755,069.25
17
Marble floor
m2
6,868.50
182.75
1,255,218.38
18
Wood floor
m2
6,868.50
145.13
996,825.41
19
Wall treatment (including painting and others)
m2
14,347.00
70.00
1,004,290.00
28,084,982.96
Total：
Page 52 of 76
Contract Documents
BILL OF QUANTITIES
No.
Description
Unit
Quantity
Rate
(USD)
Amount
(USD)
3.2 Power supply
1
LV switchboard 800*600*1800mm
piece
10.00
16,373.33
163,733.30
2
Power switchboard Wall mount
piece
102.00
1,965.10
200,440.20
3
Dual power switchboard
piece
23.00
3,274.45
75,312.35
4
UPS 100KVA 30Min 2 hosts and 1 battery
Set
2.00
255,420.00
510,840.00
5
Lighting switchboard Wall mount
piece
56.00
1,800.63
100,835.28
6
Set
1.00
242,618.95
242,618.95
7
Lighting control system relay panel, switch ,signal
line,etc Hall
Two fluorescent lights 120V 2x36W
Set
1,180.00
163.54
192,977.20
8
Three fluorescent lights 120V 3x18W
Set
120.00
202.63
24,315.60
9
Down lights 120V 18W
Set
1,210.00
75.92
91,863.20
10
Down lights 120V 18W IP43
Set
160.00
90.43
14,468.80
11
Down lights 120V 1x13W
Set
452.00
44.66
20,186.32
12
Down lights 120V 2x18W
Set
392.00
111.63
43,758.96
13
Flat water-proof lamps 120V 32W
Set
12.00
97.12
1,165.44
14
Single fluorescent lights 120V 1x36W
Set
28.00
41.30
1,156.40
15
Double fluorescent lights 120V 2x36W
Set
120.00
61.40
7,368.00
16
Exit sign 120V 10W battery
Set
82.00
155.17
12,723.94
17
Evacuation lights 120V 10W battery
Set
200.00
155.17
31,034.00
18
Evacuation sign
Set
32.00
41.87
1,339.84
Page 53 of 76
Contract Documents
19
Spot lights 120V 150W
Set
72.00
553.71
39,867.12
20
Aviation obstruction light 120V 100W
Set
42.00
3,069.94
128,937.48
21
Boot logo lightbox 120V 100W
Set
238.00
311.47
74,129.86
22
Disabled Call System
Set
10.00
2,713.79
27,137.90
23
switch
piece
270.00
7.59
2,049.30
24
socket
piece
1,580.00
8.71
13,761.80
25
Flame-retardant Cable ZR-YJV-1kV 3x185+2x95
m
620.00
518.33
321,364.60
26
m
560.00
416.80
233,408.00
27
m
520.00
159.64
83,012.80
28
m
580.00
198.15
114,927.00
29
m
260.00
97.62
25,381.20
30
Flame-retardant Cable ZR-YJV-1kV 5x16
m
100.00
58.34
5,834.00
31
m
1,300.00
37.59
48,867.00
32
m
780.00
23.01
17,947.80
33
m
280.00
15.82
4,429.60
34
Flame-retardant Cable ZR-YJV-1kV 5x2.5
m
4,100.00
10.55
43,255.00
35
m
1,600.00
96.64
154,624.00
36
m
400.00
15.02
6,008.00
37
m
320.00
10.52
3,366.40
38
Flame-retardant Cable ZR-YJV-1kV 3x2.5
m
1,580.00
6.92
10,933.60
39
Fire-resistant cable NH-YJV-1kV 5x6
m
620.00
31.38
19,455.60
40
Fire-resistant cable NH-YJV-1kV 5x4
m
680.00
21.60
14,688.00
41
Fire-resistant cable NH-YJV-1kV 5x2.5
m
1,880.00
14.39
27,053.20
42
Flame-retardant cable ZR-BV-450/750
item
1.00
55,817.98
55,817.98
Page 54 of 76
Contract Documents
44
Fire-resistant Copper conductors with PVC
Insulation NH-BV-450/750
Metallic cable bridge CT600x150
45
Metallic cable bridge CT300x100
m
380.00
316.76
120,368.80
46
Metallic raceway MR300x100
m
630.00
189.78
119,561.40
47
m
420.00
131.61
55,276.20
48
m
570.00
87.86
50,080.20
49
Accessories
item
1.00
16,744.52
16,744.52
50
Welded steel conduit DN100,DN50,DN32
item
1.00
55,817.98
55,817.98
51
Electrical metallic tubing DG25,DG20
item
1.00
27,908.99
27,908.99
52
MEB
Set
3.00
223.28
669.84
53
LEB
Set
146.00
66.97
9,777.62
54
Equipotential bonding
item
1.00
4,465.38
4,465.38
55
Lightning protection zone
item
1.00
8,372.59
8,372.59
43
item
1.00
55,817.98
55,817.98
m
650.00
687.68
446,992.00
4,184,248.52
Total
Page 55 of 76
Contract Documents
BILL OF QUANTITIES
No.
Description
Unit
Quantity
Rate
(USD)
Amount
(USD)
3.3 Communication engineering
1
Audio broadcasting system
1.00
65,493.30
65,493.30
2
loudspeaker
piece
200.00
559.00
111,800.00
3
Audio system cable
item
1.00
5,581.40
5,581.40
4
Matrix 96*16
set
3.00
32,745.58
98,236.74
5
Camera
280.00
1,145.95
320,866.00
6
LV cable KVVP 5*1.5
50,000.00
7.70
385,000.00
7
Monitor 24''
piece
24.00
982.55
23,581.20
8
CCTV system software
set
3.00
6,548.90
19,646.70
9
Main distribution frame
piece
1.00
4,911.68
4,911.68
10
piece
item
669,807.02
12
Shielded twisted pair Category 6E
m
1,638.30
10.00
1.00 669,807.02
4.06
53,800.00
16,383.00
11
Intermediate distribution frame
Generic cabling system，Category 6E 1000POINT
13
Fiber cable single mode 4core
m
2,600.00
4.93
12,818.00
14
Fiber cable single mode 16core
m
1,000.00
10.02
10,020.00
set
piece
m
218,428.00
1,962,573.04
Total
Page 56 of 76
Contract Documents
BILL OF QUANTITIES
No.
Description
Unit
Quantity
Rate
(USD)
Amount
(USD)
3.4 Control engineering
Departure Control System
1
supervision workstation include system software
set
2.00
13,098.88
26,197.76
2
database server include system software and
database software
set
1.00
98,238.88
98,238.88
3
pce
2.00
2,619.78
5,239.56
4
5
printer
net master workstation include system software
download server include system software
set
set
1.00
1.00
6,548.90
10,479.10
6,548.90
10,479.10
6
adapter server include system software
set
1.00
10,479.10
10,479.10
7
access server include system software
set
1.00
10,479.10
10,479.10
8
set
2.00
13,425.68
26,851.36
9
departure control application server include
system software
terminal computer include system software
set
25.00
3,222.85
80,571.25
10
boarding pass printer
pce
12.00
2,619.78
31,437.36
11
boarding pass scanner
pce
16.00
4,911.68
78,586.88
12
IC card reader
pce
12.00
1,396.43
16,757.16
13
OCR reader
pce
5.00
2,512.28
12,561.40
14
MSR reader
pce
5.00
418.18
2,090.90
15
cabin table printer
pce
2.00
2,619.78
5,239.56
16
switch
pce
5.00
8,186.13
40,930.65
Page 57 of 76
Contract Documents
17
data wire utilize generil cabling system
item
1.00
11,162.80
11,162.80
18
UPS
set
1.00
16,373.33
16,373.33
19
net master application software
set
1.00
6,548.90
6,548.90
20
supervision application software
set
2.00
16,373.33
32,746.66
21
download application software
set
1.00
6,548.90
6,548.90
22
adapter application software
set
1.00
6,548.90
6,548.90
23
departure control application software
terminal computer application software
system activation、adjusting、commissioning
set
2.00
16,373.33
32,746.66
set
25.00
6,548.90
163,722.50
item
1.00
66,981.10
66,981.10
24
25
Security Sreening Information management
System
1
set
2.00
13,098.88
26,197.76
2
database software
set
1.00
65,493.30
65,493.30
3
printer
security terminal workstation include system
software
pce
2.00
2,619.78
5,239.56
set
1.00
6,548.90
6,548.90
set
10.00
6,548.90
65,489.00
6
switch
pce
4.00
8,186.13
32,744.52
7
gueat ID message collector
set
10.00
2,790.70
27,907.00
8
guest face camera
set
10.00
1,953.28
19,532.80
9
set
10.00
559.00
5,590.00
10
11
guest voice collector
X radial scanning image data collection
item
item
1.00
1.00
57,632.90
11,162.80
57,632.90
11,162.80
12
UPS
set
1.00
16,373.33
16,373.33
13
set
1.00
6,548.90
6,548.90
4
5
Page 58 of 76
Contract Documents
14
set
2.00
16,373.33
32,746.66
15
security terminal application software
set
10.00
6,548.90
65,489.00
item
1.00
33,490.55
33,490.55
16
Flight Information Display System
1
set
2.00
13,098.88
26,197.76
2
database software
set
1.00
65,493.30
65,493.30
3
printer
pce
2.00
2,619.78
5,239.56
4
display template design wrokstation include
system software
pce
1.00
6,548.90
6,548.90
5
set
1.00
6,548.90
6,548.90
6
information release workstation include system
software
set
1.00
6,548.90
6,548.90
7
switch
pce
5.00
8,186.13
40,930.65
8
display terminal drive device
set
53.00
2,619.78
138,848.34
9
large-scale display screen LCD,4*82”
set
6.00
65,493.30
392,959.80
10
display TFT LCD 52”
set
12.00
9,824.43
117,893.16
11
set
36.00
6,548.90
235,760.40
12
display TFT LCD 46”
item
1.00
16,744.20
16,744.20
13
UPS
set
1.00
16,373.33
16,373.33
14
set
1.00
6,548.90
6,548.90
15
set
2.00
16,373.33
32,746.66
16
display design application software
information release application software
set
1.00
6,548.90
6,548.90
set
item
1.00
1.00
6,548.90
97,680.95
6,548.90
97,680.95
17
18
Page 59 of 76
Contract Documents
Clock System
1
supervision computer include system software
set
1.00
6,548.90
6,548.90
2
database software
set
1.00
32,745.58
32,745.58
3
printer
pce
1.00
2,619.78
2,619.78
4
GPS receptor
pce
1.00
6,548.90
6,548.90
5
high frequency quartz mother clock
set
2.00
3,274.45
6,548.90
6
data transfers controller
pce
1.00
4,911.68
4,911.68
7
hub
pce
7.00
1,506.08
10,542.56
8
set
25.00
2,512.28
62,807.00
9
son clock
item
1.00
5,581.40
5,581.40
10
UPS
set
1.00
16,373.33
16,373.33
11
supervision software
set
1.00
16,373.33
16,373.33
item
1.00
11,162.80
11,162.80
1.00
98,238.88
98,238.88
1.00
32,745.58
32,745.58
350.00
210.70
73,745.00
10.00
559.00
5,590.00
300.00
17.20
5,160.00
10.00
204.25
2,042.50
25.00
245.10
6,127.50
12
Fire Alarm and Control System
1
central fire alarm controller intellectual bus type
set
2
fire alarm control desk broadcast,phone,manual
control unit and monitor
set
3
smoke detector bus encode address type
pce
5
signal box and terminal box for thermal detective
cable bus encode address type
linetype thermal detective cable renewing, set
temperature 85℃
6
7
heat detector bus encode address type
manual alarm button bus encode address type
4
set
m
pce
pce
Page 60 of 76
Contract Documents
8
audible and visual alarm device
set
25.00
307.45
7,686.25
9
bus short circuit protector
pce
6.00
148.35
890.10
10
control module bus encode address type
pce
50.00
265.53
13,276.50
11
connection box
pce
6.00
447.20
2,683.20
12
UPS
set
1.00
19,647.78
19,647.78
13
14
duct and wire in building
item
item
1.00
111,634.45
111,634.45
1.00
22,327.75
22,327.75
Total
3,094,976.81
Page 61 of 76
Contract Documents
BILL OF QUANTITIES
No.
Description
Unit
Quantity
Rate
(USD)
Amount
(USD)
3.5 Water supply and Fire control
1
Stainless steel tank 18m3
pc
1.00
26,875.00
26,875.00
2
Stainless steel tank 2 Pumps
（Q=1L/s,H=20m,N=0.75KW），barrier
diaphragm type pressurized water tank（150L）
set
1.00
17,861.53
17,861.53
3
Indoor Fire Hydrant Box
φ19water gun,DN65water
belt25mX1，2 Portable MF/ABC3
set
80.00
1,033.66
82,692.80
4
purifier
2 Portable MF/ABC3
set
15.00
82.69
1,240.35
5
Portable Dry Powder Fire extinguisher
set
4.00
1,240.39
4,961.56
6
sprinkler K=80,68℃
pc
1,100.00
12.41
13,651.00
7
sprinkler K=80,93℃
pc
100.00
16.53
1,653.00
8
water flow indicator DN150
pc
5.00
537.50
2,687.50
9
pc
1.00
413.47
413.47
10
pc
1.00
355.58
355.58
11
pc
8.00
12
end water-test set
Signal butterfly valve
DN150 PN=1.6Mpa
set
15.00
206.73
3,100.95
pc
5.00
496.16
2,480.80
13
Page 62 of 76
Contract Documents
14
DN100 PN=1.6Mpa
pc
1.00
359.72
359.72
15
DN80 PN=1.6Mpa
pc
1.00
302.24
302.24
16
pc
8.00
258.00
2,064.00
17
Remote control float valves
DN50 PN=1.0Mpa
pc
1.00
259.24
259.24
18
19
Gate valve DN150 PN=1.6Mpa
pc
pc
20.00
1.00
1,323.08
806.25
26,461.60
806.25
20
pc
5.00
578.84
2,894.20
21
pc
80.00
537.50
43,000.00
22
Check valve DN80 PN=1.6Mpa
pc
2.00
516.83
1,033.66
23
Check valve DN65 PN=1.6Mpa
pc
1.00
312.16
312.16
24
Stop valve DN50 PN=1.6Mpa
pc
10.00
475.48
4,754.80
25
toilet bowl
set
69.00
2,121.06
146,353.14
26
Desktop washbasin
set
50.00
496.16
24,808.00
27
Vertical washbasin
set
6.00
826.92
4,961.52
28
Urinl
set
36.00
1,488.47
53,584.92
29
sink
set
6.00
620.19
3,721.14
30
Shower
set
3.00
387.00
1,161.00
31
Volume type eletric water
set
3.00
752.50
2,257.50
32
Floor drain
set
45.00
20.67
930.15
33
Hot-galvanized welded steel pipe DN150
m
1,900.00
74.42
141,398.00
34
m
800.00
49.61
39,688.00
35
m
400.00
41.34
16,536.00
36
m
550.00
405.19
222,854.50
Page 63 of 76
Contract Documents
37
m
500.00
23.98
11,990.00
38
m
350.00
18.61
6,513.50
39
m
1,200.00
16.53
19,836.00
40
m
1,900.00
12.41
23,579.00
41
PP-R pipe De75
m
120.00
42.59
5,110.80
42
PP-R pipe De63
m
300.00
32.66
9,798.00
43
PP-R pipe De50
m
100.00
22.74
2,274.00
44
PP-R pipe De40
m
100.00
17.36
1,736.00
45
PP-R pipe De32
m
100.00
11.58
1,158.00
46
PP-R pipe De25
m
100.00
9.09
909.00
47
PP-R pipe De20
m
700.00
7.44
5,208.00
48
Steel-Plastic Compound Pipe DN50
m
80.00
39.28
3,142.40
49
PVC-U pipe De110
m
800.00
29.36
23,488.00
50
PVC-U pipe De75
m
500.00
20.67
10,335.00
51
PVC-U pipe De50
m
300.00
13.23
3,969.00
52
Holder and corrosion prevention
for the pipes
item
1.00
69,875.00
69,875.00
53
SIPHON RAINWATER DRAINAGE
SYSTEM ON ROOF
item
1.00
95,096.16
95,096.16
Total
1,192,493.14
Page 64 of 76
Contract Documents
BILL OF QUANTITIES
No.
Description
Unit
Quantity
Rate
(USD)
Amount
(USD)
3.6 Ventilation and Air conditioning
1
Air-cooled water chiller
Refrigerating capacity : 790kW;
2
unit
4.00
232,200.00
928,800.00
Pump Flow: 165m3/h,head:25m,Power:18.5kW
unit
4.00
8,930.77
35,723.08
3
Modular air handling unit
Air flow: 7081m3/h, Refrigerating capacity: 18.5kW
unit
2.00
16,670.77
33,341.54
4
unit
2.00
19,350.00
38,700.00
5
unit
4.00
22,937.19
91,748.76
6
unit
6.00
32,746.16
196,476.96
7
Air flow: 29397m3/h, Refrigerating capacity: 239kW
unit
6.00
45,275.28
271,651.68
8
Constant-pressure and water
charging devices
Charging pump flow: 2m3/ h，Head:15m
,Volume of constant pressure tank: 1m3
unit
1.00
6,846.92
6,846.92
9
Softened water devices
Softened water flow: 2.0m3/h
unit
1.00
3,423.47
3,423.47
Power:250kW
Page 65 of 76
Contract Documents
11
Smoke exhaust fan
Air flow:48000 m3/h,Power: 11kW,Total pressure:
400Pa
Galvanized steel pipe DN50
12
m
150.00
45.48
6,822.00
13
m
230.00
66.16
15,216.80
14
m
80.00
90.97
7,277.60
15
m
700.00
103.36
72,352.00
16
Galvanized steel plate duct δ=0.5mm 200*200
m
20.00
67.39
1,347.80
17
m
50.00
73.59
3,679.50
18
m
60.00
81.86
4,911.60
19
m
260.00
90.14
23,436.40
20
m
330.00
102.31
33,762.30
21
m
120.00
118.05
14,166.00
22
m
60.00
138.50
8,310.00
23
m
60.00
113.33
6,799.80
24
m
25.00
129.06
3,226.50
25
m
100.00
149.52
14,952.00
26
m
40.00
196.09
7,843.60
27
m
110.00
231.10
25,421.00
28
m
5.00
302.63
1,513.15
29
m
180.00
125.91
22,663.80
30
m
100.00
162.11
16,211.00
31
m
120.00
210.09
25,210.80
32
m
130.00
245.11
31,864.30
33
Galvanized steel plate duct δ=1.0 mm 1000*400
m
750.00
269.87
202,402.50
10
unit
4.00
11,907.69
47,630.76
m
100.00
28.94
2,894.00
Page 66 of 76
Contract Documents
34
m
110.00
318.06
34,986.60
35
m
25.00
289.14
7,228.50
36
m
650.00
337.34
219,271.00
37
m
40.00
404.80
16,192.00
38
m
150.00
362.39
54,358.50
39
m
120.00
429.86
51,583.20
40
m
600.00
429.86
257,916.00
41
m
200.00
462.63
92,526.00
42
Square diffuser 180x180
pc
7.00
49.61
347.27
43
pc
38.00
70.28
2,670.64
44
pc
36.00
86.83
3,125.88
45
pc
81.00
95.09
7,702.29
46
pc
16.00
119.91
1,918.56
47
Ball nozzle outlet 400mm
pc
149.00
2,150.00
320,350.00
48
Single deflection grille 1500x1000
pc
10.00
702.89
7,028.90
49
Single deflection grille 2000x1000
pc
10.00
909.61
9,096.10
50
moke vent 1500x1000
pc
60.00
578.84
34,730.40
51
Valve, fitting and thermal
insulation material
item
1.00
152,980.77
152,980.77
Total
3,480,640.23
Page 67 of 76
Contract Documents
BILL OF QUANTITIES
No.
Bill 5
Description
Unit
Quantity
Rate
(USD)
7,087,107.29
5.1 Auxiliary Facility
788,712.80
1
Fire Pump Station
m2
153.00
2
Domestic Wasterwater Process Station
pce
3
Generator Room
m2
2,318.00
354,654.00
1.00
206,058.80
206,058.80
300.00
760.00
228,000.00
5.2 Power Supply
1
2
3
4
5
6
7
Amount
(USD)
4,744,827.21
layout
25m Lighting lamp pole with 12*220V/NG1000W Lift type Double
institutions
6m Steel pole with 1*220V/NG150W
Lighting switchboard IP55
cable YJV-1KV 3*240+1*120
cable YJV-1KV 4*50
cable YJV-1KV 4*16
grounding Galvanized steel -40*4 1000m
seat
root
Set
m
m
m
item
9.00
25.00
9.00
3,000.00
1,800.00
1,000.00
1.00
Set
item
4.00
1.00
437,719.14
48,635.46
21,064.25
842.57
17,688.33
1,965.37
472.24 1,416,720.00
199,188.00
110.66
39,470.00
39.47
9,572.60
9,572.60
The generator room renovation already built
1
2
0.22KV Switchgear transformation (Replace switch, current
transformer etc a components)
cable
Page 68 of 76
8,424.71
4,786.30
33,698.84
4,786.30
Remarks
Contract Documents
Other accessories
Civil reconstruction expenses
item
item
1.00
1.00
1
2
3
4
5
6
7
8
9
new Generator room
Diesel generating sets 800KW/1000KVA
Load output ark
Parallel ark
0.22KV switchgear
0.22KV switchgear Dynamic tracking compensation 300KVar
Intensive bar
Daily-use oil tank 2m3
cable
Other accessories
Set
Set
Set
Set
Set
piece
Set
item
item
4.00
1.00
4.00
14.00
4.00
1.00
4.00
1.00
1.00
1
2
3
4
Apron Facilities
Cable row tube CPVCΦ100 Concrete encapsulation
cable pit
25m Lighting lamp pole foundation
6m Steel pole foundation
m
piece
piece
piece
8,000.00
30.00
9.00
25.00
20.42
1,531.67
11,487.57
204.23
163,360.00
45,950.10
103,388.13
5,105.75
1
2
3
Apron Building Power
Fire Pump Station
Generator Room
Domestic Wasterwater Process Station
153.00
300.00
9.00
127.64
127.64
127.64
19,528.92
38,292.00
1,148.76
m2
m2
m2
3,829.28
9,572.60
3,829.28
9,572.60
3
4
411,944.46 1,647,777.84
35,100.98
35,100.98
33,698.84
8,424.71
216,223.56
15,444.54
174,099.08
43,524.77
47,865.45
47,865.45
5,619.56
1,404.89
9,572.60
9,572.60
4,786.30
4,786.30
5.3 Water supply and drainage and fire extinguishing
system
General Plan
1
Wire mesh and plastic composite pipe
De160
1,459,971.51
m
Page 69 of 76
1,300.00
113.46
147,498.00
Contract Documents
2
De110
m
500.00
78.01
39,005.00
3
De200
m
1,200.00
166.64
199,968.00
Water meter DN150
Outdoor ground-type fire hydrant
SS100/65-1.6
set
3.00
2,659.16
7,977.48
set
8.00
638.20
5,105.60
9
10
Gate valve DN200
HDPE pipe DN200
pc
m
3.00
700.00
1,950.05
124.10
5,850.15
86,870.00
11
Reinforced concrete sewer manhole
Φ1000
pc
35.00
1,418.22
49,637.70
pc
pc
pc
m
1.00
3.00
3.00
1,500.00
7,091.10
2,127.32
886.39
531.83
7,091.10
6,381.96
2,659.17
797,745.00
unit
unit
2.00
2.00
25,017.38
19,145.95
50,034.76
38,291.90
5
7
12
13
15
16
17
18
3# Brick Grease Trap
Water meter chambe DN150
Valve well Φ1200
Reinforced concrete ditch B=1500
1# Fire pump station
Fire pump XBC-5-50/D
Spray pum XBC-8-30/D
19
50DASA7-12-0.75
unit
1.00
1,531.67
1,531.67
20
21
Wet alarm valve DN150
Pipe fittings
unit
item
4.00
1.00
1,808.23
7,091.10
7,232.92
7,091.10
1
5.4 Sewage treatment station
Integrated wastewater treatment
Q=3m3/h
93,595.77
set
1.00
45,049.29
45,049.29
2
50WQ/15-12-1.1
unit
2.00
3,603.95
7,207.90
3
50WQ/15-12-2.2
unit
2.00
4,294.70
8,589.40
Page 70 of 76
Contract Documents
4
50WQ/15-12-5.5
unit
2.00
5,946.51
11,893.02
5
Pipe,valve, fittings
item
1.00
20,856.16
20,856.16
Bill No. 6 Oil tank
1
284,678.60
Oil tank 500m3
pce
Page 71 of 76
2.00
142,339.30
284,678.60
Contract Documents
7. Forms and Appendices
Performance Guarantee Form
To:
Performance Guarantee No.
We have been informed that CHINA HARBOURING ENGINEERING COMPANY LTD.
,
with you for the
(hereinafter called “the principal”), has entered into a contract dated
project of EXTENSION OF CHEDDI JAGAN INTERNATIONAL AIRPORT, GUYANA.
Furthermore we understand that, according to the conditions of the contract, a performance
guarantee is required.
At the request for the principal, we, The Export Import Bank of China, Head Office having our
registered address at No.30, Fu Xing Men Nei Street, Xicheng District Beijing 100031, P.R.
China, hereby irrevocably undertake to pay you any sum or sums not exceeding in total amount
of USD
upon receipt by us of your first demand in writing and your written stating:
1.
That the principal is in breach of his obligation(s) under the underlying contract; and
2.
The respect in which the Principal is in breach.
Your demand and accompanying documents shall be forwarded to us through your bank for
verification of your authorized signature thereon.
This guarantee shall become effective upon the effectiveness of the underlying contract.
This guarantee shall expire on
,
at the latest, after which this guarantee shall be
automatically cease to be valid whether the original of this guarantee is returned to us or not.
Consequently any demand for payment under it must be received by us at this office on or before
that date.
Any dispute over the interpretation of the conditions of this letter of guarantee shall be subject to
the Uniform Rules for Demand Guarantees ICC Publication No. 458.
For and on behalf of
The Export-Import Bank of China, Head Office
_____________________________
Authorizes Signature(s)
Page 72 of 76
Contract Documents
Advance Payment Guarantee Form
To:
Advance Payment Guarantee No.
We have been informed that CHINA HARBOUR ENGINEERING COMPANY LTD. (hereinafter
called “the Principal”), has entered into a contract dated
, 2011 with you, for the project
of EXTENSION OF CHEDDI JAGAN INTERNATIONAL AIRPORT, GUYANA.Furthermore
we understand that, according to the conditions of the contract, an advance payment in the sum
USD
is to be made against an advance payment guarantee.
At the request of the Principal, we, The Export-Import Bank of China, Head Office having our
registered address at No.30, Fu Xing Men Street, Xicheng District, Beijing 100031, P. R. China,
hereby irrevocably undertake to pay you sum or sums not exceeding in total an amount of USD
(hereinafter called “the guaranteed amount”) upon receipt by us of your first demand
in writing and your written statement stating:
1. That the Principal is in breach of his obligation (s) under the underlying contract; and
2. The respect in which the Principal is in breach.
Your demand and accompanying documents shall be forwarded to us through your bank for
verification of your authorized signature thereon.
This guarantee shall become effective upon receipt of the advance payment by the Principal on his
account number at our bank. The effective amount shall always correspond to the amount actually
received by the Principal, but in case not exceeding the guaranteed amount. It is a condition for any
claim and payment under this guarantee to be made that the advance has been actually received.
The maximum amount of this guarantee will be automatically reduced by percent of the total value
of interim work finished against presentation to us by the principal of copies of the relevant interim
work certificate,
This guarantee shall expire upon the time when the total guaranteed amount has been reduced to
zero in the above-mentioned manner, or dated
,
, whichever is earlier, after which this
guarantee shall be automatically cease to be valid whether the original of this guarantee is returned
to us or not.
Consequently any demand for payment under it must be received by us at this office on or before
that date.
Any dispute over the interpretation of the conditions of this letter of guarantee shall be subject to the
Uniform Rules for Demand Guarantees ICC Publication No.458
For and on behalf of
The Export-Import Bank of China, Head Office
_____________________________
Authorizes Signature(s)
Page 73 of 76
Contract Documents
APPENDIX TO CONTRACT
Item
Sub-Clause
Data
Employer’s name and address
1.1.2.2 &1.3
Ministry of Public works
Oranapai Towers
Wight’s Lane, Kingston
Georgetown, Guyana
Contractor’s name and address
1.1.2.3 & 1.3
China Harbour Engineering Company Ltd.
No. 9 chun Xiu Road
Dong Zhi Men Wai
Beijing, China
Post Code: 100027
Commencement Date
1.1.3.2
21 (Twenty one) days after receipt of the
Advance Payment.
Time for Completion
1.1.3.3
32 (Thirty Two) months.
Defects Notification Period
1.1.3.7
365 (Three Hundred and Sixty-Five) days.
Electronic transmission systems
1.3
To be determined.
Governing Law
1.4
The laws of the Guyana.
Ruling language
1.4
English.
Language for communications
1.4
English.
Right of Access to the Site
2.1
On the Commencement Date.
Amount of Performance Security
4.2
10% (Ten percent) of the Accepted
Contract Amount
Delivery of Performance Security
4.2
7 (Seven) days before the Commencement
Date.
Page 74 of 76
Contract Documents
General Design Obligations
5.1
Notice to Engineer of error, fault or other
defect found in the Employer's Requirements:
within 32 (Thirty Two days).
Submission
of
QC/CA
Plan,
Environmental Management Plan,
Health & Safety Plan and other
specified submittals
5.4
32 (Thirty-two) days after the Commencement
Date.
Normal working hours
6.5
Minimum 10 (Ten) hours per day. 7 (Seven)
days week.
Delay Damages for the Works
8.7 & 14.15 (b)
US $ 7,000 (Seven Thousand
United States Dollars) per day.
Maximum amount of Delay
Damages
8.7
5% of Contract price.
Total Advance Payment
14.2
15% (Fifteen percent) of the Accepted
Contract Amount.
Number and timing of
Instalments
14.2
One instalment, paid within 32 (Thirty two) days,
following delivery and acceptance of the
Performance Security, Advance Payment
Guarantee and Documents of Insurance.
Currencies and proportions
14.2
United States dollars.
Start repayment of Advance
Payment
14.2 (a)
Deductions shall commence in the second
Interim Payment Certificate after the Advance
Payment is made.
Repayment amortization of
Advance Payment
14.2(b)
32 (Thirty two) equal payments (deductions)
over
32
(Thirty
two)
months
following
mobilization to site.
Percentage of retention
14.3
10 % (Ten percent).
Limit of Retention Monies
14.3
5 % (five percent) of
the Accepted Contract Amount.
Plant and Materials for payment
when shipped en route to the Site
Plant and Materials for payment
when delivered to the Site
14.5(b)
14.5(c)
Not applicable.
Applicable to: imported construction materials to
be incorporated into the Works and delivered to
site.
Page 75 of 76
Contract Documents
Certification of Interim Payments
14.6
Within 14 (Fourteen) days of receipt of Pay
Application.
Minimum amount of Interim Payment
Certificates
14.6
Not applicable.
Employer Payment
14.7
Within 28 (Twenty Eight) days of Engineer’s
certification.
Currency of payment
14.15
United States Dollars.
Insurance and DAB
Minimum amount of insurance for
Works and Contractors equipment
18.2
Full replacement / reinstatement cost or 100 %
of the Accepted Contract Amount, whichever is
greater.
Minimum amount of third party
insurance
18.3
US$ 1,000,000 (One million United States
Dollars).
Date by which the DAB shall be
appointed
20.2
28 (Twenty Eight) days after notice of intention
to refer a dispute to a DAB.
The DAB shall be
20.2
One Sole Member /Adjudicator.
Appointment (if not agreed) to be
made by
20.3 & 20.6
The President of FIDIC or a person appointed
by the President.
Arbitration Rules
20.6
England and Wales.
Number of arbitrators
20.6
One.
Place of Arbitration
20.6
England.
Signature of Contractor
__________________________________
Page 76 of 76

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