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New Dar Al-Fouad Hospital Graduation Project Presentation

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Mohamed El-Faramawy

on 13 July 2014

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Transcript of New Dar Al-Fouad Hospital Graduation Project Presentation

Class Of 2014
Prepared By:
CEM Graduation Project
Project Description
Ahmed Maher Mohamed
Ahmed Sherif Sayed
Amal Khaled Nasr
Eman Osman Mohamed
Mohamed Abdelmoniem Abdelfattah

NEW DAR AL FOUAD HOSPITAL
The project is located at the intersection of Youssef Abbass Street & El Nasr Road , Nasr City , Cairo.

The building is composed of several zones :
• 3 Basements
• Ground Floor
• 8 floors
• Roof

Building Composition
The project is a five star hospital with capacity of 158 bed , and a medical tower of 220 physician clinics.
Contract Type & Project Participants

Approximate Cost = 374 million Egyptian Pounds
Contract Type : Unit Rate
Architect
Project Management
Project Participants
Owner
Consultants
Contractor
The project is in its final stages of construction and just beginning in the finishing phase, as shown in the following site photos.

Current Project Progress
Project Location
Our scope will be the main building
Without External Works , Landscape & Electromechanical Works.

Work Breakdown Structure
WBS
Quantity Take-off ( QTO )
In the QTO task excel sheets were used to calculate the quantities , BLUE BEAM program was used to calculate the slabs areas off of PDF drawings.

The calculated quantities are as shown in the
following tables

Finishing
Works
Super
Structure
Sub
Structure
Floors
Activities
CSI Divisions
Cost Estimation
Costs were estimated for the quantities produced from the QTO of the Ground Floor.
Quality & Safety Plans
Method Statement
A Method Statement is a document which describes the procedure of the job to be completed & outlines the steps to be followed.
Chosen Topics
Earth work
Concrete work
Form work
Steel bridge
Steel Bridge
Procedure:
Connecting main & sec. beams & lifting them up using the tower cranes.
Bracing is connected to the main girder.
Corrugated sheets are connected to sec beams and reinforced.
Pouring concrete.
Safety Hazards & How To Avoid:
1- Falling of components during lifting.
• Load must not be carried out over people or equipment.
• Ensure that the load weight is within the crane capacity.

Activity Listing & Coding System
Scheduling
PHASE 1
Safety Plan
Quality Plan
1. DEFINITIONS
HSE
:
Health, Safety & Environment

Safety Plan:

The Safety Plan represents the Contractor's plan for conducting safe work, preserving personnel, property and equipment.

Safety Policy:
It is the policy of the Contractor to establish throughout the entire organization the concept that people and property are our most important corporate assets.

2. OBJECTIVES
Is to minimize personnel injury and accidents for the Project.


1. Overseeing education of supervisors, employees and subcontractors regarding safety plans.

2. Monitoring safety performance.

3. Constant awareness meetings of good safety habits.

4. Providing employees with protective equipment..

5. Identification of potential hazards.

6. Conducting regular inspections of the safety procedures implementation.

1. PROJECT MANAGER.
2. SAFETY OFFICER.
3. SUPERVISORS.
4. NURSE.
5. INDIVIDUALS.





GENERAL REQUIREMENTS:

1. TEMPORARY FACILITIES
2. TRAINING
3. FRIST AID
4. FALL PROTECTION
5. PROTECTIVE EQUIPMENT
Hazards & Precautions
1. Injury by sharp objects:
-Housekeeping must be done on daily basis, as well as nails, and any other sharp objects.

2. Electricity:
• Ensure wearing HSE harness starting from 1.80 m high.

4.HAZARDOUS MATERIALS:
• Read the instructions on the hazardous materials carefully in order to avoid any accident.

Safety Report Templates

Back filling:
-
The back filling will be from clean sand.
- Horizontal layers of 25 cm thickness
-Compaction to 95% of maximum dry density at the optimum moisture content.

Concrete Casting:
1. Pouring and compaction of concrete should be done in less 30 min after finishing mixing in normal conditions, and 20 min in hot conditions ( More than 30'C ).
2. Stop joints should be determined before starting concrete pouring.


Steel Structure works:
1-Align each part of the structure before making field connections.
2-Install high strength bolted joints
.

Quality Control
Sand Cone Test:
- Determining Density of soil in place and moisture content.

1. Compressive strength of concrete:
-Test is performed in laboratory, on the samples taken during casting in the standard forms (Cubes).
Concrete Works:
Steel structures:
Steel Testing:
Using ultrasonic, magnetic particle, radiography, and visual inspection.
Resource Profiles
PHASE 2
Contracts
Study Of Alternatives
1-Ready Mix Concrete Vs. Batch Plant Concrete.
2-Timber Shuttering VS. Steel Shuttering.
3- Concrete Placement Methods.

Ready Mix Concrete Vs. Batch Plant Concrete.
Effort

Price.
Less crowded
Avoid Labor burden
( Taxes, insurance, safety )
What-If Scenarios
Problem (1):
-
Political Demonstrations.

Time Impact:
These demonstrations delayed project about a month during the construction phase

Cost analysis:
The contractor will not be responsible for any additional costs and will be granted a time extension.
While the employer will be responsible for one month's indirect cost which equals
=
LE 657,300
Cash Flow & Over Draft
1-Cash outflow:
Cash out flow is the cumulative form of the costs incurred by the Contractor on the project on a monthly basis

Cost = Direct costs + Indirect costs

Direct cost
DC of all activities=LE 328,650,228
IC Cost


Monthly indirect cost = Indirect cost / Project duration
= LE 657,300.5

Cash flow analysis:
Is the movement of money into or out of the project.

Importance of cash flow analysis?

Components of our analysis
1- Cash outflow
2- Cash inflow
3- Cash overdraft
Cash-in & Cash-out:
Overdraft
Cash over draft is the difference between the cash inflow and the cash outflow
Cash overdraft = Cash in – Cash out
Selected Topic 1
-It is a rating system for buildings that was designed to guide and distinguish high performance buildings that have less of an impact on the environment
-Rating systems are groups of requirements for projects that want to achieve LEED certification

(LEED) Leadership in Energy and Environmental Design

OUR HOSPITAL is a building design & construction.
There are five rating systems that address multiple project types:
-
Typical certification thresholds

We try to achieve silver certificate for the project.
-Each rating system is made up of a combination of credit categories,The number of points the project earns determines the level of LEED Certification the project receives.
LEED BENEFITS
-Sustainable sites credits.
-Water efficiency credits.
-Energy & atmosphere credits.
-Materials & resources.
-Indoor environmental quality credits.
-Regional priority credits.
LEED CREDIT CATEGORIES
Sustainable sites credits
Promotes smarter use of water inside and out, to reduce potable water consumption.

Some credit points are:
Water efficient landscaping
Innovative waste water technologies
Water efficiency credits:
Promote better building energy performance through innovative strategies as using solar energy
Energy & atmosphere credits

Indoor environmental quality credits
Promote better indoor air quality by following green strategies: .
- smoke free.
-to minimize contaminants by using paintings do not contain volatile organic compounds (VOCs)
-reduce the generation of airborne particles during the construction process.
-limit the entry of pollutant  from air by using filters to remove dust ana dirt from air before entring hospital.
Regional priority credits
Address regional environmental priorities for buildings in different geographic regions.
Four bonus points are available in this category.
Selected Topic 2
Project Planning

Tower Cranes Conceptual Planning

• At mobilization stage and before starting Earth works, two Tower Cranes shall be fixed to serve whole area.

• We will consider some options for the tower cranes locations.
And that is the option (3rd option) which was already chosen in the project.
MOBILIZATION CONCEPTUAL PLANNING
:
Temporary offices, facilities and Clinic are built before the earth works and foundation works commence, to accommodate site engineers, then offices are moved to basement after basement concrete works are done.
Storage:
• Some storage places shall be moved to the basements after its construction.
• Storage of steel only will be on site, otherwise storage will be in an area behind the site and transportation of material will be through trucks.
• Steel bars preparation will be carried out in external workshop, then transported and stored on site.


Pouring Concrete:
Pouring Concrete will be through pumps of arm 42 m.

• All electrical panels should be provided with RCD or GFCI.
3. Person Falling
• Red card indicates that the scaffold is not safe.
Earth works:
CARPENTER PEAK DAY RESOURCE PROFILE
CONCRETE PEAK DAY RESOURCE PROFILE
S-CURVE
2-Cash inflow:
Contractor spend money on executing , they are compensated in form of progress payments (invoice payments)

These payments are made on preiodcally basis,it include

1-Addition of the markup (M %)
The markup is a percentage of the total budgeted cost that covers the contingency and the profit of the Contractor from the project = 12 %
Invoice price= Total Cost * (1 + M %)


retention percentage (R %)

retention =0.1*contract price =0.1*395,808,385.9
= LE 39,753,531.6
IT is deducted from the Contract monthly to ensure that the Contractor completes the construction and is returned to him after 12 months from the primary delivery time

Advance payment

Advance payment value = 0.15 * contract price =59,630,297.4

Its amount given to contractor after 14 days from startt date to facilitate the construction in the first few months when there is no payments from the Owner then it is deducted from contrct progress payment

Cash in= Invoice price – advanced payment-retention

PAYMENT RECEIVED INCLUDE:
Choose an environmentally friendly site, utilizes sustainable and efficient designs.
1-Heat island effect – roof
2-Site development - maximize open space

3-Alternative transportation - bicycle storage and changing rooms

SOME CREDIT POINTS
Activities
CSI Divisions
Floors
Parts
Super
Structure
Sub
Structure
Concrete Works
Project

2-People falling off the bridge:
• Full body harness.
• A hand rail form work would be formed for the steel bridge.
Quality Assurance & Quality Control

-Checking safety of connections.
-All sections should be safe against all stresses.
-Continuous supervision through the whole process.
B3
8
7
6
5
4
3
2
1
GF
B1
B2
B3
8
7
6
5
4
3
2
1
GF
B1
B2
B3
8
7
6
5
4
3
2
1
GF
B1
B2
B3
8
7
6
5
4
3
2
1
GF
B1
B2
B3
8
7
6
5
4
3
2
1
GF
B1
B2
B3
8
7
6
5
4
3
2
1
GF
B1
B2
4.PERSONS RESPONSIBLE FOR ACHIEVING HSE PLAN AND THEIR DUTIES.
3. PROCEDURE

Quality assurance
(Dec 1150)
(Dec 6800)
So Maximum -ve Over draft =30,978,816.93 million LE=8%

THANK YOU.. ANY QUESTIONS ?
Equal 8% from total budgeted cost=0.08*328,650,228
=LE 26,292,018.24
Full transcript