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An-Najah National University Faculty of Engineering Civil Engineering Department Construction Project Management “Medical Center In Al-Daheria” Prepared.

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Presentation on theme: "An-Najah National University Faculty of Engineering Civil Engineering Department Construction Project Management “Medical Center In Al-Daheria” Prepared."— Presentation transcript:

1 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 2011-2012

2 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.

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5 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.

6 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).

7 Site plan for the project Medical Center In Al-Daheria

8 Work Breakdown Structure (WBS)

9 Activity List & Coding

10 Bar Chart

11 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*2.250.619ø14mm20ø14mm12ø8mm14ø8mm Sample of calculation Calculation for foundation: Calculate of concrete:

12 Measured Work: foundation DescriptionUnit Dimensions TOTAL (15 F1) NO. BARL (m) D(mm ) W(Kg)TOTAL F1 top longKg122.7812.8 192 top shortKg142.45813.55 203.25 bottom longKg193.451479.3 1189.6 Bottom shortKg203.21477.4 1161.5 Total 2746.4 kg Sample of calculation Calculate of steel:

13 S-Curve

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

15 Cost Analysis For column itemunitquantityquantity/m3price/unit($)price/m3 total concrete requierdm340190 total steel requierdton9.99850.249963751000249.96375 labor and framingL.S/M3 140 TOTAL COST 379.96375

16 2.03 Supply and Cast Reinforced Concrete B300 0.00 a). Tie beams.M.C22240 5,280.00 b). Reinforced walls bellow ground slab level. M.C60280 16,800.00 2.04Cast 'B 250 For Slab on hard coreM.S57528 16,100.00 2.05 Supply and Cast Reinforced Concrete 'B 300 0.00 a). Stair case (stairs landings )M.C15250 3,750.00 b). Reinforced walls OVER ground levelM.C72260 18,720.00 2.06 Supply and Cast Reinforced Concrete 'B 300 0.00 b). Column NecksM.C15370 5,550.00 c). ColumnsM.C40380 15,200.00 2.07 Cast B250 for 20cm suspended solid slabM.S4550 2,250.00 2.08Cast B300 for 35 cm thick suspended slabM.S103788 91,256.00 Column in bill Quantity

17 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 (79359.3$).

18 General Information The workCost($)Percentage% EXCAVATION, BACK FILLING344344.33 SKELETON WORKS20659126.03 STONE WORKS.8609110.84 CONCRETE BLOCK WORKS148041.86 INTERNAL FINISHES469075.91 TILING, FLOORING, CEILING AND MARBLE WORKS454785.73 CARPENTRY AND JOINERY WORKS139901.76 STEEL AND ALUMINUM WORKS636208.01 PAINTING WORKS10870.41.36 INSULATION, AND ROOFING113501.43 ELECTRICAL WORKS744609.38 PLUMBING, SANITARY AND MECHANICAL WORKS485506.12 EXTERNAL WORKS13644817.19 TOTAL793593.4100 Result

19 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.

20 The project at 20 july2011

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22 Thanks For Your Attention


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