chapter 1
TRANSCRIPT
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CHAPTER I
INTRODUCTION
I.1 Project Background
Since the hospitality sector increases, many company developers have
tried to develop their property in order to attract people to come to their hotel. One
of the new companies in the hospitality industry in Solo is Konimex group. After
considerable success in the pharmaceutical industry, the company is starting to
develop its business in hospitality sectors, including a new hotel named Solo
Hotel which has 27 floors and 2 basements at the corner of Faroka junction, Jajar,
Solo. The planning and design of this building has aimed at giving a new
alternative for domestic and international visitors who want to use lodging service
in Solo.
Solo Hotel by Konimex Group has a unique thing that is not as general as
the other hotel in Solo, in addition this hotel is planned to be the tallest one in
Solo city. The concept of this building will apply green building concept and this
prestigious project will take the total time for 30 months, while the hotel
operations can be done in 2015. The hotel will have 252 rooms and units
supported by some lifestyle services such as a spa, fitness center, swimming pool
up to the roof garden.
I.2 The Objective of Project
This new building has several purposes and benefits for the owner i.e.
a. To fulfill the requirement of ballroom for international meetings.
b. To fulfill the market demand which has environmentally friendly design but
did not leave the sophistication impression on it.
c. To build a new division in the hotel industry in their company.
d. To increase the company’s income
e. To attract more tourist to visit Solo.
I.3 Project Location
The Solo Hotel building is located at Slamet Riyadi Street 562 - Solo,
Central Java. Geographically Solo Hotel project has the following border line:
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a. North: Marsudi Siwi Kindergarten
b. South: Police Station Faroka
c. West: Jajar Mosque
d. East: Hyundai Car Showroom
For the more obvious, the location can be seen on a map below:
Figure I.1. Project Map Location
I.4 Funding Source and Project Cost
The Solo Hotel project has a budget Rp 200.000.000.000,00 that funded
by Konimex Group.
A. Project
1. General Data Project
General data project as follow:
a. Project name : Solo Hotel Project
b. Project location : Slamet Riyadi Street 562 - Solo, Central
Java
c. Building Function : Lodging/Hospitality
d. Total project cost : Rp 200.000.000.000,00
e. Owner : PT. Catur Putra Jati (by Konimex Group)
f. Design consultant : PT. Davy Sukamta Konsultan
g. Contractor : PT. Caisson Dimensi
h. Construction management consultant : PT. Cipta Prima Sejahtera
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i. Electrical consultant : PT. Duta Cermat Mandiri
j. Landscape consultant : PT. Duta Cermat Mandiri
k. Type of Contract : build and design
l. Mechanical consultant : Makesthi Enggal Engineering
m. Total activity duration : 30 month
2. Technical Data Project
Solo Hotel Project consists of:
a. Building size : 12.156 m2
b. Number of floors : 2 basements and 27 floors
c. Building Height : 124 m
The structure construction of Solo Hotel Project consist of two parts,
i.e. sub-structure and upper structure.
a. Sub-structure
Sub-structure is part of the building which is located on the lower ground floor.
The structure includes bored pile foundation, pile cap, elevator pit.
1. Bored Pile Foundation
Bored pile1 is another type of reinforced concrete pile, which is
used to support high building producing heavy vertical loads. Bored pile is
a cast-in-place concrete pile where the bored piles have to be cast on the
construction site, while other concrete piles like Spun Pile and Reinforced
Concrete Square Pile are precast concrete piles. Bored piling is cast by
using bored piling machine which has specially designed drilling tools,
buckets and grabs, it’s used to remove the soil and rock. Normally, it can
be drilling into 50 meters depth of soil. The advantage of bored piling is
because the drilling method produces little vibration and lower noise level.
Bored piling is popular to be used in construction as a foundation especially
for bridge work and tall building as well. Bored piling work has to be done
by specialist bored piling contractor, normal piling contractor can’t be
1 Bored Pile Foundation, available from http://pile-driving.com/what-is-bored-piles/html, on October 5th 2013 at 13.14 PM.
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done without experience and knowledge about bored piles, see in the
Figure I.1.
Figure I.2. Procedure for bored pile foundation constructionSource : http:// www.icac.org.hk/
2. Pile cap
Pile cap is a thick concrete mat that rests on concrete or timber
piles that have been driven into soft or unstable ground to provide a
suitable stable foundation. It usually forms part of the foundation of a
building, typically a multi-story building, structure or support base for
heavy equipment. The cast concrete pile cap distributes the load of the
building into the piles2.
Figure I.3. Pile cap position
Source : http://www.revitcity.com/3. Lift Pit
There are times in the design of the building, no elevator system is
above ground. In general, the elevator pit under the ground needs
2 Pile Cap Foundation, available from http://en.wikipedia.org/wiki/Pile_cap/html, on October 5th 2013 at 13.34 PM.
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waterproof. But for this case are above the pit floor is occupied or so-called
“Lift pit”. In its design, “Lift pit” require special specifications. On the
general design of the lift, pit just below the ground, so it is often unnoticed
reaction barrier. But the lift pit, the buffer should be able to support the
weight of its own, even if falling counterweight.
Figure I.4. Pit lift installationSource : http://walkercontractinggroup.biz/
b. Upper Structure
Upper structure is the part that is located above the ground floor, includes tie
beams, columns, beams, floor plates, stairs, and roof structure.
1. Columns
Columns are elements that carry only axial force - compression - or
both axial force and bending (which is technically called a beam-column but
practically, just a column). The design of a column must check the axial
capacity of the element, and the buckling capacity3.
2. Beam
A beam may be defined as an element in which one dimension is
much greater than the other two and the applied loads are usually normal to the
3 Structural Engineering, available from http://en.wikipedia.org/wiki/Structural_Engineering/html, on October 5th 2013 at 13.59 PM.
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main axis of the element. Beams and columns are called line elements and are
often represented by simple lines in structural modeling3.
3. Floor Slab
Floor slab is part of a building located in a horizontal position held by
beams and columns which is a media that serves as the room itself.
4. Roof Structure
The roof structure is part of the building that restrain /spread the
loads from the roof.
Figure I.5. Upper structure Source : http://communities.bentley.com/
B. Scope of Work
In the Solo Hotel project there are many kind of the work such as:
1. Preparation Work
1. Cleaning Field
2. Measurement and installation Bouwplank
3. Fence installation project
4. Making the project's gates
5. Making guardhouse for security
Beam
Column
Floor Slab
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6. Making material warehouse
7. Making of iron waste
8. Excavation
9. Water supply work
10. Electricity supply
11. Making office building
2. Structural Work
a. Soil Work
a) Soil excavation outside project location
b) Foundation work
c) Filling and cutting soil
b. Concrete Work
a) Sewage Treatment Plan (STP) work
b) Pile cap work
c) Tie beam work
d) Pit lift work
e) Floor slab work
f) Stair work
g) Column work
h) Beam work
3. Architectural Work
a. Pair and partition walls work
b. Wall finishing work
c. Door and window work
d. Plafond work
e. Floor work
f. Railing work
g. Sanitary work
h. Roof work
i. Painting work
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The scope of the field works discussed in this report does not cover the
entire project work. Observed during the practical work is only foundation work
and it is started on March 20, 2013 until June 20, 2013 i.e.
a. bored pile work
b. loading test work
c. sonic test work
C. Data Collection Method
Data obtained in this report comes from some sources which are:
a. Direct observation in the field.
b. Interviews with the employees, field supervisor and builder.
c. Data from construction management consultant and contractor.
d. Some literatures as comparative material.
e. Taking a picture from the project directly.