PART I - GENERAL SPECIFICATIONS

CHAPTER I
INTRODUCTION

1.1. Scope of Work

The scope of work covered by this specification include (but are not limited to) all
construction fittings, equipment, labor, supervision, materials, time, and
construction experts are needed to work "NEW CONSTRUCTION OF IND’MO
OFFICE BUILDING IN TIBAR - DILI, TIMOR LESTE.
All work must be carried out as shown in Figure Plan and in accordance with the
General and Technical Specifications and Terms and Conditions of Contract. Various
specifications contained in this document should be considered mutually explained
Any thing less clear immediately delivered to the Engineer / Technical Team to get
an explanation and decision.
If a discrepancy arises between the General Specifications, Technical Specifications
and various Standard/Code is used, local regulations or instructions of the
manufacturer/supplier, must be submitted to the Board of Directors for settlement.

1.2. Codes and Standards

Codes and Standards and regulations that have been defined to be applied to the
planning and execution of this project. If there are no codes or standards
Indonesian, American Standard publishing, Britain, Japan, the Netherlands or other
code that is mentioned in the Technical Specifications may be used. The contractor
must provide a copy of the applicable standards, codes and regulations in the work
place for use by the Owner or Engineer.

1.3. Description of Work

Work includes (but not limited to) the terms of the scope of work, with facilities,
services and relationships as described in the Technical Specifications and Drawings
Plan.
a. Design Review Work

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 Before carrying out the work, the Contractor is required to conduct a design
review against all construction to be built. It's a design review must be approved
by Owner or Engineer.
b. Demolition Work
This work is the demolition and removal of various objects and debris disposal.
The materials can be reused must be stored at a place designated by the owner

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 CHAPTER 2
SIZE, HEIGHT AND OBSERVATIONS

2.1. Size Measurement

Unit of measurement used in this activity is the metric system.

2.2. Datum
Datum for this project is the Chart Datum (CD) is defined as a low ebb (Low Water
Spring, LWS) on the maps topographic surveys and project drawings issued by the
Owner and Engineer.

2.3. Bench Mark

Bench Mark (BM) is provided in the field during the previous survey can be used by
the Contractor for this Contract, all the lines and elevations shown on the drawings
image must be attributed to this point.

If at the time of execution of the BM turn out because something has been lost due
to the tie point determination can be done by binding pda permanent buildings
around the site by using the measuring device approved by the Owner occupation /
Engineer. Horizontal coordinates can be used as buildings or existing signs.
Contractor shall protect all BM from damage or incorrect removal. If a BM moved or
damaged, the Contractor shall correct, replace and / or put back to satisfy the Board
of Directors

2.4. Observation
2.4.1.Weather and Disaster Observation
During implementation, the Contractor is required to record and report weather
conditions and disasters every weekday. The definition of the weather is rain and
wind. Medium is a disaster like floods, earthquakes, fires, and so on events beyond
human control.

2.4.2.Observation reports
Observations such as the above must be reported periodically (daily observations
contained in the report) to the Board of Directors

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 CHAPTER 3
MATERIAL

3.1. Materials Acceptable

1. All materials must be in accordance with the standards specified in this
specification or other standard guaranteed that the standard of equal or higher
quality than the standards set.
2. Bill of quantities contained in this specification is not binding, the Supplier is
required to compute all supplied including complementary. If there are material
differences or standards, suppliers are required to guarantee the quality of the
material. The composition of the details, materials and designs before renewed,
must be approved by the Board of Directors.

3.2. The storage of Goods

1. Materials or componens must be handled in such a way to keep the quality and
condition as required in the contract.
2. The quality of materials and components are stored at the site should be
consistent with the requirements for efficient workmanship.

3.3. Handling and Use of Materials

1. Materials and components should be handled in a manner to avoid damage or
contamination to be in compliance with all Recommendations given by the
manufacturer.
2. If you can not be Mentioned in the contract, use, installation , lighting and
setting materials and components must be According to the Recommendations
given by the manufacturer . If deemed Necessary, the Contractor shall utilize
technical advices from the factory.

3.4. Building Materials

1. Light Concrete Bricks
Bricks are used must meet the SII - 0021-78. Light concrete brick materials
should not contain a gravel, sand lime and organic materials. Bricks should not
be destroyed if burned mature soaked in water, intact, flat surface, solid, and

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 free of cracks. The average minimum compressive strength of thirty brick tested
shall not be less than 25 kg/cm2.

2. Riverstone
Stone that used to be stone fragments from the results of measuring 10-15 cm
or in accordance with the drawings for each type of construction. Type of stone
used to be that hard grayish black, absolutely should not use the stones that
loose skin.

3.5. Agregat Smooth ( Sand )

1. Fine aggregate for concrete can be either natural sand as a result of natural or
artificial sand desintregasi rocks produced by means of stone crushers. In
accordance with the terms of the aggregate quality control to the various
quality of concrete According to Article 4.2 paragraph (1 ), the fine aggregate
shall meet one, some or all of the following verse.
2. Fine aggregate shall Consist of grains are sharp and hard. Grains of fine
aggregate are eternal, meaning no broken or destroyed by the effects of
weather, such as sun and rain.
3. Fine aggregate shall not contain a more than 5 % sludge (determined on dry
weight). Which is defined by the mud are the parts that can be through the
sieve of 0.063 mm. If the sludge levels exceed 5 %, then the fine aggregate must
be washed.
4. Fine aggregate shall not contain a too much organic ingredients to be proved by
experiment the color of the Abrams - Harder (with NaOH). Fine aggregate colors
that do not meet this test can also be used, as long as the aggregate mortar
compressive strength at the age of 7 and 28 days is not less than 95 % of the
strength of the same mixture but washed in a solution of 3 % NaOH were then
washed thoroughly with water, the the same age.
5. Fine aggregate shall Consist of grains of diverse magnitude and when sieved
with a sieve arrangement specified in Article 3.5 paragraph ( 1 ) shall meet the
following requirements :
• Remaining on the screen 4 mm, the minimum should be 2 % by weight ;
• Remaining on sieves 1 mm, must be a minimum of 10 % by weight ;

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 • Time above the 0:25 mm sieve, should range between 80 % and 95 % by
weight.
6. Sea sand should not be used as fine aggregate for all concrete quality , but with
hints of inspection agency approved materials.

3.6. Mortar for couples

Masonry mortar for all times unless there are other provisions of the specifications
herein or as directed by the Board of Directors is composed of a mixture of the
corresponding specifications.

Methods and tools used to mix the mortar should be such so as easily determined
and controlled as precisely as possible the number of separate ingredients are
mixed in the mortar and must be approved by the Board of Directors.
If the machine agitator (mixer) is used, then the mixing time after all ingredients are
in the mixer, except for the water in the full amount can not be less than two
minutes. Mortar should be mixed only in quantities as needed for immediate use
until 30 minutes after the addition of water to interfere.

3.7. Steel for Buildings

Quality steel building should be at least equal to the quality ST. 37 or the
corresponding profile / steel material in question, or any other standard guaranteed
that the standard of equal or higher quality than the standards of quality ST.37.

3.8. Wood
Wood is meant here is the wood that is used as a building material is wood that is
Obtained by converting logs into lumber shaped beams , boards or other forms to
their intended use. Quality requirements, the strength of the class name and other
types of wooden goods must be in accordance with that specified in pubi- 1982 and
NI - 5 PPKI 1961.
3.9. Other Materials
1. Materials other than those Mentioned above must comply with the
specifications contained in the picture or description of the work or by the
instructions of directors.

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2. The material specifications before being installed must be approved by the
board of directors.
3. The Contractor shall permit any representative of the Board of Directors are
appointed to carry out the inspection of the materials used or planned to be
used at any time during or after the work is completed. The Contractor shall
provide and arrange all materials, labor inspection equipment for the purposes
of the

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 CHAPTER IV
QUALITY ASSURANCE & INSPECTION

4.1. The Scope

This section covers the general requirements for all the materials and quality of
work, the protection of the work, treatment, shipping and storage .

4.1.1.Quality Assurance

a. interference
The contractor shall plan and coordinate the work to reduce the disruption to
the installation or existing facilities or disturbances among multiple jobs. When
this disorder occurs, the Board of Directors will determine the place settings
back and every part regardless of which has been done in advance.

b. Quality of Work
Directors will only work with approved quality standards. Works with the
following quality standards will not be accepted. Contractor shall submit to the
Board the names of employees who are employed with good qualifications and
experience in the work he is performing. Directors are entitled to request to
replace employees who do not conform to the standard.

c. Equipment and Materials

All tools and materials are used, unless otherwise specified and approved deh
Directors, must be in new condition and free from defect or imperfection, and
must come from the production of the latest standards of ordinary book factory
for the manufacture of tools and materials like that.

d. Environmental Conditions
All materials and tools used, as implemented in this contract must be adequate
and appropriate to the circumstances of the project. All materials and
equipment must be adequate and in accordance with the contract, and the
contractor must know the circumstances actually project.

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e. examination
Responsibility for the inspection of the materials and the manufacturing factory
is located on the contractor, but the Board of Directors reserves the right to
inspect at any time during the work in progress to ensure that the materials and
quality of work in accordance with the specification and implementation of the
best working . Examination of the Board of Directors on the work carried out
does not have to lead off the Contractor of full responsibility for the quality of
work. Errors or deficiencies found during production or manufacture in the
factory and any material found to be perfect to be repaired by the Contractor at
his own cost.

f. Security requirements
The contractor shall provide all warning signs, barriers for security, fire
extinguishers and other required or requested by the Board of Directors, to
ensure the safety of personnel and vehicles in the work environment and the
entry way.

g. Manufacturing supervision
The contractor should ask the factory many purchased or used appliance or a
special construction or equipment to provide quality service technicians to
monitor, inspect, finalize and execute a tool that has been installed, prior to or
at the time of the investigation and the tools used. Supervision, inspection,
completion, and operation shall not relieve the Contractor of his responsibility
to carry out the installation of the tool properly and ready for operation.

h. Cleaning
Contractor must leave the buildings and work areas in a clean and tidy state
entirely. The Contractor shall clean the stain, paint, and other defects of the
deformed spot and wash all exposed surfaces, if necessary with cleansing soap
or detergent used in the implementation of the cleanup, which does not
damage the paint or the work that has been completed. Contractor shall
remove all temporary barriers, warnings and protective gear while after fixing
the venue to the state before. Supervision Quality
Contractor shall use:

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1. A good inspection system and carry out inspection and testing is that the
work has been carried out in accordance with the contract requirements .
2. Maintain and provide to the Board of Directors, the record adequate records
of examinations and tests. Quality checks should refer to the regulations set
standard

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 CHAPTER V

TEMPORARY WORK

5.1. Introduction
The contractor shall provide all labor facilities, campgrounds, service facilities, and
transportation needs, as needed, to implement and carry out the work efficiently.

5.2. Regional Contractor Work

Contractors working with the owners, local officials and land owners to determine
all of the work to the Contractor. In this area, the Contractor as necessary to
establish and maintain offices, warehouses, stores, repair shops, workshop, storage
of vehicles, materials storage, etc., as well as all the facilities that support the
execution of the work in order to achieve work efficiency.

Under the supervision of the Board of Directors, the Contractor must establish,
maintain, and run or rent a room along with laboratory and complete tool for
testing aggregates, concrete example, soil and rock, as well as others in accordance
with the requirements of the Technical Specifications.

If the above facilities can not be accommodated in the work area, the Contractor
will provide the layout of the installation in the field where necessary Specified
broad estimates.

Thirty (30 ) days prior to the date on which the Contractor began construction of
the camp, the Contractor shall submit drawings and specifications to facilitate the
determination of the details of the exact location, for approval of the Board of
Directors. There is no other camp that will be built in addition to the temporary
camp under construction drawings and specifications approved by the Board of
Directors.

Without waiting for the approval of the Board of Directors, the Contractor shall
comply with local laws and regulations governing the construction, maintenance or
management of their tents and shall be responsible for any damages or claims
resulting from inadequate or like facility.

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5.3. Directors Keet Facility
Contractor shall provide, maintain and manage the Directors Keet including
providing good facilities.

At the end of the work, the Board of Directors Keet and trimmings must be
submitted and belong to the owners, if requested. When the Board of Directors
Keet and facilities are not requested, the Contractor shall clean the work area and
leave it clean and tidy.

5.4. For campsite and Regional Services Contractor Work

5.4.1.Public Service
To smooth the work, the Contractor shall hold a source of electric power, lighting ,
water, communication facilities, sewage disposal and garbage during the
construction period.

5.4.2.Care and Lighting

To maintain safety, the Contractor shall provide and maintain safety equipment or
other signs, lighting, guarding, fencing, and guards when requested by the Board of
Directors or an officer authorized for employment protection. Contractor shall
replace any losses and freeing owners from any loss or damage suffered by any
third party due to contractor errors that do not provide lights or other signs
required.

5.4.3.Other
Survey activities are the responsibility of the Contractor, but the Directors reserve
the right to inspect the survey during the validity period of the Contract.

At the request of the Board of Directors, all the necessary surveys and equipment
used by the Board of Directors for the testing and inspection shall be provided by
the Contractor.

The contractor must establish meteorological stations are eligible for recording
temperature, wind speed and direction, barometric pressure, rainfall, humidity and

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 others. The Contractor shall record the data every day, checked and submitted
every month to the board of directors.

5.5. Regional Employment Road Sign

At the beginning of the work, the Contractor must ensure access to the work area
that allows for the transfer of tools and materials to be used.

The contractor shall repair and maintain the driveway to avoid transport delays that
may affect the implementation of the work. The driveway should be as small as
possible while blocking alinemen existing roads.

All operations required to carry out the work and work as much as possible while
fulfilling the requirements of the Contract so as not to disturb channel public
waterways, public roads or private roads, paths to or from the possession of
another person or business project. Contractor shall indemnify the Owner against
all legal claims, proceedings, damages, costs, expenses¬costs and expenses
whatsoever arising from or in connection with any such thing so far is still the
responsibility of the Contractor.

Contractor shall adjust his work with regulatory oversight of officials, highways,
railways and must obey the commands of the competent authorities of the
institutions on the use of roads, highways, railroads. Execution of work by the
Contractor shall be such as not to disturb, damage, and harm to the use and
operation of the existing campus facilities waterways, roads, and local traffic, unless
the approval of the Board of Directors for the execution, completion, and
maintenance work.

The contractor must compensate for damage to roads, bridges, and property rights
of others, as mentioned above due to the negligence of the Contractor or sub-
contractors in connection with the execution of the work.
5.6. Traffic On Public Roads and Roads Emergency
Contractors can use public facilities such as roads, garden, or driveway, for purposes
of mobilization and demobilization of heavy equipment during the execution.
Contractor shall comply with the limits that have been permitted by the
government as well as the amount of tonnage of heavy equipment that would pass

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 on the street or building, must be adapted to the class. Contractors should always
maintain, repair public roads that always used by the Contractor for the execution,
among others, by the way:
a. Always maintain existing roads, bridges, culverts, and drainage.
b. Patching holes in the road with a material approved by the Board of Directors.
c. Maintaining the existing buildings on the edge of the road, eg retaining walls,
handrails, walls fence, bridges, sign posts etc.
d. Maintain cleanliness of the pavement face dirt (mud, debris ground, trees and
so on).
e. Maintain and repair the road shoulder with hoards of Directors approved
embankment material.
The contractor must make an emergency road and bridge at his own expense if at
all the way to the work site no. Directors may be asked to help negotiate with the
owners of land to be used for the benefit of roads and bridges emergency. Roads
and bridges must be dismantled when the emergency work has been completed,
except when the local village landowners asked not to be dismantled in the
interests of road between locations
All costs required for the construction of improvements on top of a burden on the
Contractor at his own expense, or in other words must be taken into account in the
bid price.

5.7. Soil Investigation

Where necessary, the Board of Directors may request the Contractor to take soil
samples by drilling or digging or carrying out the work sondir. The location and
amount and type of soil investigation will be determined by the Board of Directors.

The cost involved in terms of this work should have been included in the bid price
for the land jobs. Payment is done by adding up the individual parts of the activities
that have been carried out and approved by the Board of Directors, in a provisional-
sum

5.8. Testing and Research Laboratory

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Contractors should look for Laboratory Investigations materials / concrete or other
needed in the implementation. It is advisable to seek Materials Laboratory located
in the area around the work site.
The tools used by the laboratory must meet the standards, thus ensuring the
accuracy and validity of the test results. Laboratory which will be used by the
Contractor must be approved by the Board of Directors in advance. The Contractor
shall submit a report to the Board the results of laboratory testing.
All costs incurred for the rental of laboratory, testing and reporting, must be taken
into account / put in an item offers

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 CHAPTER VI

SAFETY AND HEALTH

6.1. General
During the execution of the Contractor should always consider among other
matters concerning sanitation and facilities, lighting, fuel, fire extinguishers, etc.
tranquility. For the Contractor must divide by forming a task organizational
structure, allowing you to easily control it.

6.2. Precautions For Safety And Security

The Contractor shall conduct the risk of loss prevention measures and safety of
workers during the execution of the complementary field of shoes, hats, seat belts
or the like. In places the required contractor, should install lighting, signs and guards
or other safety devices. The Contractor shall comply with occupational safety
regulations that have been issued by the government. Contractors may hold
periodic meetings between the head of security at the Board of Directors in order
to improve security. Contractor shall report to the Board of Directors not later than
24 (twenty four) hours after the occurrence of workplace accidents.
The contractor should always provide a fire extinguisher that is always ready to use
at job sites or in places that indicated the Board of Directors. The contractor shall
also be responsible for the safety and security of the sub contractor labor.
Contractor shall provide first aid facilities for its workforce that is always ready to
use at any time.

6.3. Cleanliness and Health Courses

Contractors should always maintain the cleanliness and health in the field as
required by the Board of Directors. Felling trees and cleaning results should be
disposed off-site or stockpiled at the site indicated the Board of Directors.

6.4. Fuel Storage

The contractor must plan for fuel storage in a safe place out of reach of the fire and
is easy to hold unloading or handling. Contractor shall permit the government to

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 take care of storing fuel in place/location of work, the cost incurred by the
Contractor in obtaining permits dependents themselves.

6.5. Fire
The contractor shall provide fire fighting facilities as required in government
regulations or instructions the Board of Directors. Not allowed to burn cleaning
results and felled trees during the dry season without the permission of the Board
of Directors. Contractor shall extinguish all flames or embers at the site or
surrounding areas, except when the fire was a natural fire source.

6.6. Peace
The contractor must maintain a good working situation among staff, labor or with
neighbors / communities. Contractors should always take care of public roads that
are on the job site and is always used for public traffic users, during the execution.

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 CHAPTER VII

CONTRACTOR DOCUMENTS

7.1. Scope of Work

Directors for approval, the Contractor shall submit proposals, reports, notes,
working drawings, schedules, instructions, guidelines, and others as required for
execution and recording and recording work. Contractor obligations under the
contract, not only in the General Specifications but also more detailed requirements
on materials, tools, and systems, are discussed in the Technical Specifications
related.

7.2. Handover

7.2.1.General
1. The project plan includes construction equipment, tools, and labor plan.
2. Plan milestones for the preparation of documents, procurement, shipping,
construction and installation.
3. Quality control program.
4. Notes documents sent for examination, information or approval.
5. Submission Program.
6. Operation and maintenance instructions.
7. List of suppliers.
8. List of Contractors pictures.
9. The images of the supplier and documents including specifications, data, parts
list and recommended spare parts.
10. The images of the Contractor, the data and calculations temporary facilities and
contractor work areas.
11. The main tool list, a list of recommended spare parts, lubricants and lubrication
schedule.
12. Report of inspection / testing factory and procedures.
13. Weekly and Monthly progress reports.
14. The final report of the project.

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 Contractor shall prepare "shop drawings" that provide accurate data on height
layout, connection and construction details and the details.
Any changes in the field of planning drawings / specifications must be indicated in
the relevant documents as the progress of the work, and to then put in the “as built
drawings" prepared by the Contractor. At any time during construction, the
contractor must provide the pictures that have been revised as a reference to the
Board of Directors

7.2.2.Civil and Structural Works

1. Proposed location of the material.
2. List of equipment to be used in the following work :
a. making materials
b. Earthworks , including excavation and dredging
c. he work of other structures
d. Making concrete

3. Working drawings , procedures , and schedules related to :

a. concrete work
b. Welding procedure
c. Iron frame works.
d. Reinforced concrete works
e. Dredging

7.2.3.Progress Report
During the execution of the work , every seven days of the following month , the
Contractor shall submit to the Board of Directors Monthly Progress Report in
duplicate 5 ( five ) on the progress of real work . This report is divided according to
the major work under the contract is structured in the Scope of Contract. The
report should contain the following thing like:

a. Progress of work during the reporting period, the work has been completed and
is being done following the start date, completion date, and the estimated
completion date.

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 b. The works are planned to commence on 2 subsequent reporting period
following the initial estimate of the date of the plan.
c. A brief description of the progress of the contract and an explanation of any
change of plan change contracts and the estimated impact of the following
changes are proposed corrective actions.
d. List of tools used in the work place during the reporting period and a list of tools
that have not / are not used during the reporting period.
e. The total number of workers employed in the actual work place during the
reporting period, which is broken down into the number of employees in the
office, supervisor, and manual labor.
f. Estimates of the amount of labor and that it need the tools to complete the
work in progress and planned.
g. Acceptance of materials report that contains material that is acceptable in the
work place, the material should have been received but have not entered during
the reporting period, and the estimated delivery of materials for each month
until the job is finished.
h. List of testing and inspection of materials and tools are installed for permanent
employment.
i. Overview report on all aspects of the Contractor Safety Program that includes all
kinds of accidents and the number of working hours lost due to accidents
include subcontractors.
j. The photos show the progress of the work, a minimum of 5 (five) pieces.
k. Physical and financial progress chart whether planned or realization.

7.2.4. Actual Picture Posted and Data Submission

Within a period of 30 (thirty ) days from the first delivery of all or part of work , the
actual image file attached ( as built drawings ) are complete, data, the
manufacturer's literature, operating guidelines, and other documents relating to
the construction, buildings, tools, systems or equipments included in the work,
should be submitted to the

Board for use in operating and maintaining the results of jobs. All material
submitted must be clearly marked “ACTUALLY INSTALLED (AS BUILT) “in block
letters.

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Actual pictures and documents requested Mounted must contain the following:
a. Image and Data Sheet: Consists of 1 ( one ) original clear and three (3 ) copies
are clear
b. Bibliography Manufacturer: Consists of one (1) original and three (3 ) copies of
which can clearly be read
c. Guidelines for Operation and Maintenance: Consists of one (1) original and
three (3) copies of which can be read clearly.
d. Parts List: Consists of one (1) original and three (3 ) copies of which can clearly
be read
e. Other documents: Consists of one (1) ash and three (3) copies of which can
clearly be read

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