An-Najah National University Faculty of Engineering Civil Engineering Department Construction Project Management “Medical Center In Al-Daheria” Prepared by: Bara Qadomi Shadi Arar Taher Deeb Supervisor : Eng. Barraq Jumaa

Graduating project consists of two parts : ** The first part includes preparing a theoretical research. ** The second part includes the application of the principle in construction project management.

Project Overview " Medical Center in Al_Daheria " Location: exists in Al-Sadka near Al_Daheria town This project consists of 487 m 2 ground floor with 56 m 2 water well and 523 m 2 first floor.

Object: The main objective of the second part of graduation project will help in understanding the project and calculating quantity of the project and know how we can use management to reach the most economy, safety, minimum duration and good quality of the project. Assumption:  The project was divided in several units.  The project will performed by a local construction company.  The electrical and mechanical work will be given to a subcontractor.  Fixed the value of dollars with local coin (1 dollars= 3.6NIS).

Site plan for the project Medical Center In Al-Daheria

Work Breakdown Structure (WBS)

Activity List & Coding

Bar Chart

Volume of concrete = number * length * width * depth = 15 * 2.5 * 2.25 * 0.6 = 50.6 m^3 Footing # Dimension (m) Depth (m) Bottom steel long direction Bottom. steel short direction Top steel long direction Top steel short direction F1152.5* ø14mm20ø14mm12ø8mm14ø8mm Sample of calculation Calculation for foundation: Calculate of concrete:

Measured Work: foundation DescriptionUnit Dimensions TOTAL (15 F1) NO. BARL (m) D(mm ) W(Kg)TOTAL F1 top longKg top shortKg bottom longKg Bottom shortKg Total kg Sample of calculation Calculate of steel:

S-Curve

The Project At 4 December 2011 From the figure the project is over budget (CPI=0.98) and behind schedule (SPI=0.96)

Cost Analysis For column itemunitquantityquantity/m3price/unit($)price/m3 total concrete requierdm total steel requierdton labor and framingL.S/M3 140 TOTAL COST

2.03 Supply and Cast Reinforced Concrete B a). Tie beams.M.C , b). Reinforced walls bellow ground slab level. M.C , Cast 'B 250 For Slab on hard coreM.S , Supply and Cast Reinforced Concrete 'B a). Stair case (stairs landings )M.C , b). Reinforced walls OVER ground levelM.C , Supply and Cast Reinforced Concrete 'B b). Column NecksM.C , c). ColumnsM.C , Cast B250 for 20cm suspended solid slabM.S4550 2, Cast B300 for 35 cm thick suspended slabM.S , Column in bill Quantity

Result After determine the quantity, duration and dependency between activities then use primavera project to get this result: * The total duration of the project is (359) day. * The total price of the project is(793593$). The price include: 1- The Engineering Supervision is (31744$) which it is 4% of total price. 2- The profit is 10% of total price ( $).

General Information The workCost($)Percentage% EXCAVATION, BACK FILLING SKELETON WORKS STONE WORKS CONCRETE BLOCK WORKS INTERNAL FINISHES TILING, FLOORING, CEILING AND MARBLE WORKS CARPENTRY AND JOINERY WORKS STEEL AND ALUMINUM WORKS PAINTING WORKS INSULATION, AND ROOFING ELECTRICAL WORKS PLUMBING, SANITARY AND MECHANICAL WORKS EXTERNAL WORKS TOTAL Result

The Risk Case In 4december 2011 the project is delayed 13 days, the cause of the delayed is stopping of money discharge. Our solution: The external works is begin at 2 April 2012, the cause of the farther start is to facilitate the construction work and material importing. So we can built the external works partially that don’t disrupting construction works. This step will decrease the total duration of the project.

The project at 20 july2011

Thanks For Your Attention