Sierras Village Prof. Dr. Ibrahim Abdul-Rashied Project A. Prof. Dr. Ibrahim Mahdi Eng. Hosam Elhegazy Abdelrhman Osama Elbany 20110273 Mohamed ahmed reda 20111364 Ahmed Mohamed Salah
Project Specifications Name Of Project : Sierras Village Location : Mokatem “ 9” street Objective : Residential Buildings Owner : Emmar Misr Consultant : Moharram – Bakhoum Contractor : Rowad Modern Engineering (R M E)
Project Specifications Total Expenditure : 295. 000 EGP Total Area : 17 F Building Area : 5. 5 F Start of The Project : 01 -04 -2015 End Of The Project : 29 -08 -2017 Planned Duration : 28 months
Project Features Project Components : 11 residential buildings Content of building : § Ground floor, 4 typical floors, and roof § Building area = 1400 m 2 § 3 Apartments in a Floor § An apartment area = 175 – 300 – 400 m 2
Project Participants Owner Emmar Misr Consultant Moharram. Bakhoum Sierras Village Project Contractor R M E Project Management Turner
General Layout
Photos
Site Layout Site layout is the planning and organization of the site area around the proposed construction to accommodate the resource necessary to erect that construction without delay in time and cost. organization Planning Logistics
Contract Tenders Open Tender Selective Tender Serial Tender Forced Tender The Tender of Sierras Village is a “ Open” tender
Types of Contracts ﺍﻟﻌﻘﻮﺩ CONTRACTS ﻣﻌﺘﻤﺪﺓ ﻋﻠﻲ ﺍﻟﺘﻜﻠﻔﺔ COST BASED ﺍﻟﺘﻜﻠﻔﺔ ﻣﻊ ﺍﺳﺘﺮﺩﺍﺩ ﻧﺴﺒﺔ ﻣﻦ ﺍﻟﻤﺼﺮﻭﻓﺎﺕ COST PLUS ﺍﻟﺘﻜﻠﻔﺔ ﺍﻟﻤﺴﺘﻬﺪﻓﺔ TARGET COST ﻣﻌﺘﻤﺪﺓ ﻋﻠﻲ ﺍﻟﺴﻌﺮ PRICE BASED ﺛﻤﻦ ﺍﻟﻮﺣﺪﺓ UNIT PRICE ﺍﻟﻤﻘﻄﻮﻋﻴﺔ LUMP SUM The contract of Sierras Village is a “Lump-sum” contract
Contract First party: Moharram – Bakhoum Second party: Rowad Modern Engineering (R M E) Agreement date: 1/3/2015 Tendering project cost: 295 m Final insurance: 15 m Delay penalty: . 5%/month
• ﺑﻨﺪ 13: • ﺍﻧﻬﺎﺀ ﻋﻘﺪﺍﻟﻤﻘﺎﻭﻝ ﻳﺠﻮﺯ ﻟﻠﻤﺎﻟﻚ ﻓﻲ ﺃﻲ ﻭﻗﺖ ﻋﻦ ﻃﺮﻳﻖ ﺧﻄﺎﺏ ﺍﻧﻬﺎﺀ ﻋﻘﺪ ﺍﻟﻤﻘﺎﻭﻝ ﻓﻲ ﺍﻱ ﻭﻗﺖ ﻣﻦ ﺯﻣﻦ ﺍﻟﻤﺸﺮﻭﻉ • ﺍﻟﺘﻌﻠﻴﻖ: • ﻓﻲ ﺍﻟﻌﻘﺪ ﻟﻢ ﻳﺘﻀﻤﻴﻦ )ﻣﻼﺣﻈﺔ ﻟﻠﺘﺼﺤﻴﺢ( ، ﺇﻧﻤﺎ ﺗﻢ ﺗﻀﻤﻴﻦ ﺍﺷﻌﺎﺭ ﻟﻺﻧﻬﺎﺀ ﻓﻘﻂ، ﻭ ﺍﻟﺘﻲ ﻳﺘﻼﺣﻆ ﺍﻧﻬﺎ ﻏﻴﺮ ﻋﺎﺩﻟﺔ ﻟﻠﻤﻘﺎﻭﻝ، ﻭﺍﻋﻄﺎﺀ ﺻﺎﺣﺐ ﺍﻟﻌﻤﻞ ﺍﻟﺴﻠﻄﺔ ﺍﻟﺘﺎﻣﺔ ﻹﻧﻬﺎﺀ ﺍﻷﻌﻤﺎﻝ.
ﻣﺎﺩﻩ : 3 ﺍﻟﻤﺎﻟﻚ ﻟﻪ ﺍﻟﺤﻖ ﻓﻲ ﺍﺧﺬ ﺍﻱ ﺑﻨﺪ ﻣﻦ ﺍﻟﻤﻘﺎﻭﻝ ﻭﺗﻨﻔﻴﺬ ﻓﻲ ﺍﻱ ﻭﻗﺖ ﺍﻟﺘﻌﻠﻴﻖ : 1ﺗﻮﺩﻱ ﺍﻟﻲ ﺧﺴﺎﺭﻩ ﺍﻟﻤﻘﺎﻭﻝ ﻓﻲ ﺍﻟﺒﻨﻮﺩ ﺍﻟﻤﺮﺑﺤﻪ ﻣﻤﺎ ﻳﺆﺪﻱ ﺍﻟﻲ ﻭﻗﻮﻉ ﺍﻟﻤﻘﺎﻭﻝ • 2 -ﺗﺎﺧﻴﺮ ﺍﻟﺠﺪﻭﻝ ﺍﻟﺰﻣﻨﻲ •
ﻣﺎﺩﺓ )1( : ﺍﺫﺍ ﺣﺪﺙ ﺗﻀﺨﻢ ﻓﻰ ﺍﻻ ﺳﻌﺎﺭ ﻧﺘﻴﺠﻪ ﻣﺸﻜﻠﻪ ﻣﺎ ﻣﺜﻞ ﺍﻟﻤﺸﻜﻠﻪ ﺍﻻ ﻗﺘﺼﺎﺩﻳﻪ ﻣﻦ ﺣﻖ ﺍﻟﻤﻘﺎﻭﻝ ﺍﻥ ﻳﺮ ﺳﻞ ﺧﻄﺎﺑﺎ ﺍﻟﻰ ﻣﺪﻳﺮ ﺍﻟﻤﺸﺮﻭﻉ ﻣﺼﺤﻮﺑﺎ ﺑﻨﺴﺨﻪ ﺍﻟﻰ ﺍﻟﻤﺎﻟﻚ ﻳﻮﺿﺢ ﻓﻴﻪ ﻃﻠﺐ ﻓﻰ ﺯﻳﺎﺩﻩ ﻫﺬﻩ ﺍﻻ ﻳﺴﻌﺎﺭ ﻭﻳﺤﺘﻮﻯ ﻫﺬﺍ ﺍﻟﺨﻄﺎﺏ ﻋﻠﻰ ﺗﻔﺎﺻﻴﻞ ﺷﺎﻣﻠﻪ ﻭﺷﺮﺡ ﻫﺬ ﻩ ﺍﻻﺳﺒﺎﺏ ﺍﻟﺘﻌﻠﻴﻖ : ﻫﺬ ﺍ ﺍﻟﺸﺮﻁ ﻻ ﻳﺤﺘﻮﻯ ﻋﻠﻰ ﻧﺴﺒﻪ ﻣﻌﻴﻨﻪ
Organization Breakdown Structure
Organization breakdown Structure (OBS) It's a way of communication between different levels of responsibilities at an enterprise's hierarchy in order to facilitate relations between departments to achieve the set goal of the project. Good organization charts also allow you to organize the teams with clear responsibilities, titles and lines of authority. Clear and concise organizational chart is an invaluable management tool.
Organization breakdown Structure (OBS)
Types of OBS of Sierras Village is a “Functional ” Organizational Structure
Work Breakdown Structure
Reasons to create a WBS • Assists with accurate project organization. • Helps with assigning responsibilities. • Shows the control points and project milestones. • Allows for more accurate estimation of cost risk and time.
) Important of (WBS ﺗﻨﻈﻴﻢﺍﻟﻤﺸﺮﻭﻉ-1 ﺗﺤﺪﻳﺪﺍﻟﻮﻗﺖ 2 2 ﺗﺒﻴﻦﻣﻬﻤﺎﺕﺍﻟﻤﺸﺮﻭﻉ-3 ﺍﻟﻤﻨﺎﺳﺐ ﺗﺴﻠﻴﻢﺍﻟﻤﺸﺮﻭﻉﻓﻰﺍﻟﻮﻗﺖ -4
Original WBS
Quantity Surveying
Quantity surveying A bill of quantities (B. O. Q) is a document itemizing the materials, parts, and labor and their costs required to construct, maintain, or repair a structure or equipment. Bills of quantities are prepared by quantity surveyors and building estimators.
Bill Of Quantities Function A breakdown of the tendered price, providing information for the selection from different tendering. A schedule of rates as the contract basis for valuing variations in the work. A basis for measure of the value of work completed for interim payments.
Bill of Quantity ﺍﻻﻧﺸﻄﻪ ﺍﻟﻜﻤﻴﻪ ﺍﺍﻟﻮﺣﺪﻩ ﺍﻟﻜﻮﺩ ﺍﻋﻤﺎﻝﺍﻟﺤﻔﺮ 4054 ﻣﺘﺮ ﻣﻜﻌﺐ ﺍﻟﻌﺎﺩﻳﻪ ﺍﻋﻤﺎﻝ ﺳﺎﺳﺎﺕ ﺍﻻ 6. 461 ﻣﺘﺮ ﻣﻜﻌﺐ 3 4 5 6 7 ﺍﻟﻤﺴﻠﺤﻪ ﺍﻋﻤﺎﻝ ﺳﺎﺳﺎﺕ ﺍﻻ 6. 022 ﻣﺘﺮ ﻣﻜﻌﺐ ﺍﻋﻤﺎﻝﺍﻟﺴﻤﻼ ﺕ 8. 04 ﻣﺘﺮ ﻣﻜﻌﺐ ﺍﻋﻤﺎﻝ ﻋﻤﺪﻩ ﺍﻻ 4. 513 ﻣﺘﺮ ﻣﻜﻌﺐ ﺍﻟﻜﻤﺮﺍﺕ ﺍﻋﻤﺎﻝ 4. 971 ﻣﺘﺮ ﻣﻜﻌﺐ ﺍﻟﺤﻮﺍﺋﻂﺍﻟﺪﺍﺧﻠﻴﻪ ﺍﻋﻤﺎﻝ 3. 322 ﻣﺘﺮ ﻣﻜﻌﺐ 8 ﺍﻟﺤﻮﺍﺋﻂﺍﻟﺨﺎﺭﺟﻴﻪ ﺍﻋﻤﺎﻝ 3. 126 ﻣﺘﺮ ﻣﻜﻌﺐ 9 ﺍﻋﻤﺎﻝﺍﻟﺮﺩﻡ 1 2 ﻣﺘﺮ ﻣﻜﻌﺐ
Quantity Surveying ﻛﻤﻴﻪﺍﻟﺮﺩﻡ =ﻛﻤﻴﻪ ﺍﻟﺤﻔﺮ – ﺍﻟﺨﺮﺳﺎﻧﻪ ﺍﻟﻌﺎﺩﻳﻪ – ﺍﻟﺨﺮ ﺳﺎﻧﻪ ﺍﻟﻤﺴﻠﺤﻪ /ﻣﻌﺎﻣﻞ ﺍﻻﻧﻜﻤﺎﺵ =8. 4885=7. /26. 022 -6. 461 -4054 compaction processes
Foundation Plain Concrete (Footing): No. L (m) Ls (m) h (m) Volume (m 3) F 1 14 2. 3 1. 95 0. 3 18. 837 F 2 19 3. 05 2. 7 0. 3 46. 9395 F 3 4 3. 3 2. 75 0. 3 10. 89 F 4 5 3. 55 3. 1 0. 3 16. 5075 F 5 3 4 3. 35 0. 3 12. 06 F 6 7 4. 9 3. 95 0. 3 40. 6455 F 7 2 1. 95 0. 3 2. 2815 F 8 4 3 3 0. 3 10. 8 F 9 1 5. 15 0. 3 5. 63925 59 3. 65 164. 60025
Foundation Reinforced Concrete (Footing): No. L (m) Ls (m) h (m) Volume (m 3) F 1 F 2 F 3 F 4 F 5 F 6 F 7 F 8 F 9 14 1. 7 1. 35 0. 5 16. 065 19 2. 45 2. 1 0. 5 48. 8775 4 2. 7 2. 15 0. 5 11. 61 5 2. 95 2. 5 0. 6 22. 125 3 3. 4 2. 75 0. 6 16. 83 7 4. 3 3. 35 0. 8 80. 668 2 1. 35 0. 5 1. 8225 4 2. 4 0. 5 11. 52 1 4. 55 0. 8 11. 102 59 3. 05 220. 62
Column: 5 NO c 3 c 4 c 9 c 10 c 9 c 14 c 17 c 18 c 19 c 20 c 21 c 23 c 25 c 26 c 31 c 33 c 34 c 35 c 36 c 40 L(m) B(m) h(m) v /m^3= 8 2 1 1 2 2 2 4 2 2 2 0. 6 0. 7 0. 8 1. 6 0. 8 0. 9 1 1. 1 0. 7 0. 6 0. 3 0. 7 1 0. 7 0. 6 0. 25 0. 25 2. 8 2. 8 3. 36 0. 84 0. 49 0. 56 2. 24 1. 12 0. 63 1. 4 1. 54 0. 98 0. 49 0. 84 0. 42 0. 98 2. 8 0. 98 0. 84 c 41 core 2 core 3 W 1 W 2 1 0. 7 0. 25 2. 8 0. 49 2 2. 8 0. 3 2. 8 4. 704 1 2 0. 3 2. 8 1. 68 2 0. 9 0. 3 2. 8 0. 756 1 5. 7 0. 25 2. 8 3. 99 1 2. 85 0. 25 2. 8 1. 995 36. 295
Beams N-B B 1 B 2 B 3 B 4 B 5 B 6 B 7 B 8 B 9 B 10 B 11 B 12 B 13 B 14 B 15 B 16 B 17 B 18 B 19 B 20 B 21 N-F 1 1 1 1 1 2 5 5 5 5 5 5 b/M h/m L/m 0. 25 0. 25 0. 2 0. 4 0. 4 4. 4 12. 15 4. 3 5. 25 9. 2 7. 2 6. 65 4 6. 13 5. 4 4. 9 9. 8 2 2 2 4 6. 4 8. 4 4. 6 V/M^3 2. 2 6. 075 2. 25 2. 15 2. 625 4. 6 3. 325 2 3. 065 2. 7 2. 45 4. 9 1 1 1 2 3. 2 4. 2 1. 84 B 25 B 26 B 27 B 28 B 29 B 30 B 31 B 32 B 33 B 34 B 35 B 36 B 37 B 38 B 39 1 1 1 1 5 5 5 5 0. 25 0. 4 2. 9 0. 4 3. 9 0. 4 4. 2 0. 4 9. 31 0. 4 0. 5 0. 4 1 0. 4 2 0. 4 4. 5 0. 4 3. 6 0. 4 4. 2 1. 45 1. 95 2 2. 1 1 1 4. 655 0. 25 0. 5 1 2. 25 1. 75 1. 8 2. 1 89. 645 179. 29
External Wall W 1 W 2 W 3 W 4 W 5 W 6 W 7 W 8 W 9 W 10 W 11 W 12 W 13 W 14 W 15 W 16 W 17 W 18 W 19 L(m) h(m) b(m) v/m^3 3. 2 1. 925 5. 7 3. 85 4. 7 3. 65 1 4. 3 4. 725 4 7. 2 3. 41 3. 23 2. 5 4. 3 2 5. 45 2 3. 9 3. 9 0. 25 0. 25 3. 12 1. 877 5. 558 3. 754 4. 583 3. 559 0. 975 4. 193 4. 607 3. 9 7. 02 3. 325 3. 149 2. 438 4. 193 1. 95 5. 314 1. 95 W 21 W 22 W 23 W 24 W 25 W 26 W 27 W 28 W 29 W 30 W 31 W 32 W 33 W 34 W 35 2. 97 3. 9 0. 25 2. 896 2. 25 3. 9 0. 25 2. 194 3. 9 0. 25 3. 803 2. 5 3. 9 0. 25 2. 438 5. 4 3. 9 0. 25 5. 265 4. 65 3. 9 0. 25 4. 534 3. 9 0. 25 3. 803 2. 97 3. 9 0. 25 2. 896 3 3. 9 0. 25 2. 925 2. 9 3. 9 0. 25 2. 828 2 3. 9 0. 25 1. 95 2. 55 3. 9 0. 25 2. 486 2 3. 9 0. 25 1. 925 3. 9 0. 25 1. 877 119. 613 239. 225
Internal Wall L(m) b(m) w 1 w 2 w 3 w 4 w 5 w 6 w 7 4. 17 0. 12 3. 9 16. 26 4. 7 0. 12 3. 9 18. 33 3. 65 0. 12 3. 9 14. 24 4. 17 0. 12 3. 9 16. 26 3. 43 0. 12 3. 9 13. 38 3. 6 0. 12 3. 9 14. 04 4. 47 0. 12 3. 9 17. 43 w 8 w 9 w 10 w 11 w 12 w 13 w 14 3. 1 0. 12 3. 9 12. 09 3. 5 0. 12 3. 9 13. 65 3. 35 0. 12 3. 9 13. 07 2. 25 0. 12 3. 9 8. 775 3. 5 0. 12 3. 9 13. 65 2. 25 0. 12 3. 9 8. 775 3 0. 12 3. 9 11. 7 h(m) v/m^3 w 15 w 16 w 17 w 18 W 19 W 20 W 21 W 22 W 23 W 24 4. 4 0. 12 3. 9 17. 16 2. 25 0. 12 3. 9 8. 775 3 0. 12 3. 9 11. 7 2. 35 0. 12 3. 9 9. 165 2. 85 0. 12 3. 9 11. 12 1. 45 0. 12 3. 9 5. 655 3. 9 0. 12 3. 9 15. 21 4. 2 0. 12 3. 9 16. 38 3. 9 0. 12 3. 9 15. 21 310. 8 621. 4
Steel Item C 1 C 2 C 3 C 4 C 5 C 6 C 7 C 8 C 9 C 10 C 11 C 12 C 13 C 14 C 15 C 16 C 17 C 18 C 19 C 20 C 21 L 6. 3 6. 3 Ǿ 16 16 16 22 22 18 16 16 16 18 no. bars 10 10 10 8 8 12 12 12 14 14 16 16 24 18 18 20 20 o. w 1. 58 2. 98 2 1. 58 1. 58 2 no. column 15 4 8 2 3 2 2 1 1 2 2 3 1 1 2 2 #VALUE! 1493. 1 398. 16 796. 32 300. 384 450. 576 302. 4 238. 896 119. 448 238. 896 278. 712 418. 068 139. 356 318. 528 201. 6 477. 792 358. 344 226. 8 398. 16 504 C 23 6. 3 16 22 1. 58 2 437. 976 C 24 6. 3 16 16 1. 58 2 318. 528 C 25 6. 3 18 16 2 1 201. 6 C 26 6. 3 16 12 1. 58 2 238. 896 C 27 6. 3 16 12 1. 58 1 119. 448 C 28 6. 3 16 12 1. 58 1 119. 448 C 29 6. 3 16 14 1. 58 2 278. 712 C 30 6. 3 16 8 1. 58 2 159. 264 C 31 6. 3 18 8 2 2 201. 6 C 32 6. 3 22 16 2. 98 2 C 33 6. 3 20 56 2. 47 2 600. 768 1742. 83 2 C 34 6. 3 16 22 1. 58 4 875. 952 C 35 6. 3 16 22 1. 58 2 437. 976 C 36 6. 3 20 40 2. 47 2 1244. 88 C 37 6. 3 16 28 1. 58 1 278. 712 C 38 6. 3 16 12 1. 58 1 119. 448 C 39 6. 3 16 8 1. 58 2 159. 264 C 40 6. 3 16 12 1. 58 2 238. 896 C 41 6. 3 20 12 2. 47 1 186. 732 C 42 6. 3 16 16 1. 58 1 159. 264
Method of Construction
Method of Construction Ø The procedures and techniques utilized during construction. Construction operations are generally classified according to specialized fields. . For a description of buildings construction, which involves different procedures, See. Ø The first task will be processing storage areas for equipment and raw materials ( site lay out)
Resource Management
Type of resources Resource Type Steel worker Labor Truck Equipment Cement Material
ﻣﻌﺪﻻ ﺕ ﺍﻻﺩﺍﺀﺍﻟﻘﻴﺎﺳﻴﻪ ﻟﻼﻋﻤﺎﻝﺍﻟﻤﺪﻧﻴﻪ ﺍﻟﺘﻮﺻﻴﻒ ﺍﻟﻨﺸﺎﻁ ﺍﻟﻤﻌﺪﺍﺕ ﻭﺍﻟﻌﻤﺎﻟﻪ ﺍﻻ ﻧﺘﺎﺟﻴﻪ /ﺍﻟﻴﻮﻡ 1 1 ﺣﻔﺎﺭ+1ﻋﺎﻣﻞ+1ﻣﺴﺎﺡ ﺣﻔﺮ ﻣﻴﻜﺎﻧﻴﻜﻰ ﺗﺮﺑﻪ ﺭﻣﻠﻴﻪ +3 ﻋﺮﺑﻴﻪ 1 ﻧﺠﺎﺭ +1 ﻣﺴﺎﻋﺪ ﺍﻋﻤﺎﻝ ﺍﻟﺨﺮﺳﺎﻧﻪ ﺍﻟﻌﺎﺩﻳﻪ ﻟﻼ ﺳﺎﺳﺎﺕ ﺍﻋﻤﺎﻝ ﺍﻟﻨﺠﺎﺭﻩ 3 ﺍﻋﻤﺎﻝ ﺍﻟﺨﺮﺳﺎﻧﻪ ﺍﻟﻤﺴﻠﺤﻪ ﻟﻠﻘﻮﺍﻋﺪ ﺍﻋﻤﺎﻝ ﺍﻟﻨﺠﺎﺭﻩ ﻭﺍﻟﺴﻤﻼ ﺕ 1 ﻧﺠﺎﺭ +1 ﻣﺴﺎﻋﺪ 4 ﺍﻋﻤﺎﻝ ﺍﻟﺤﺮﺳﺎﻧﻪ ﺍﻟﻤﺴﻠﺤﻪ ﻟﻠﻘﻮﺍﻋﺪ ﺍﻋﻤﺎﻝ ﺍﻟﺤﺪﺍﺩﻩ ﻭﺍﻟﺴﻤﻼ ﺕ ﻭﺍﻻﺳﻘﻒ 1ﺣﺪﺍﺩ +2 ﻣﺴﺎﻋﺪ 3 ﻣﺘﺮ ﻣﻜﻌﺐ 5 ﺍﻋﻤﺎﻝ ﻧﺠﺎﺭﻩ ﺍﻻ ﻋﻤﺪﻩ ﺍﻋﻤﺎﻝ ﺍﻟﻨﺠﺎﺭﻩ 1ﻧﺠﺎﺭ+1 ﻣﺴﺎﻋﺪ 6 ﺍﻋﻤﺎﻝ ﺣﺪﺍﺩﻩ ﺍﻻﻋﻤﺪﻩ ﺍﻋﻤﺎﻝ ﺍﻟﺤﺪﺍﺩﻩ 1ﺣﺪﺍﺩ +2 ﻣﺴﺎﻋﺪ 2. 1ﻣﺘﺮ ﻣﻜﻌﺐ 4. 2ﻣﺘﺮ ﻣﻜﻌﺐ 7 ﺍﻋﻤﺎ ﻝ ﺍﻻ ﺳﻘﻒ ﺍﻋﻤﺎﻝ ﺍﻟﺤﺪﺍﺩﻩ 1ﺣﺪﺍﺩ +2 ﻋﺎﻣﻞ 5. 7ﻣﺘﺮ ﻣﻜﻌﺐ 8 ﻣﺒﺎﻧﻰ ﺑﺎﻟﻄﻮﺏ ﺍﻟﻤﻔﺮﻍ ﺍﻋﻤﺎﻝ ﺍﻟﻤﺒﺎﻧﻰ 1ﺑﻨﺎﺀ +2 ﻋﺎﻣﻞ 0002ﻃﻮﺑﻪ 2 003ﻣﺘﺮ ﻣﻜﻌﺐ 4 ﻣﺘﺮ ﻣﻜﻌﺐ
Resource Management ﺍﻟﺪﻭﺭ ﺍﻻﺭﺿﻰ ﻣﻌﺪﺍﺕ ﻋﺪﺩ ﻋﻤﺎﻝ ﻣﻮﺍﺩ ﺍﻟﻨﺸﺎﻁ ﺍﻟﻜﻮﺩ ﺣﻔﺎﺭ+3 ﻋﺮﺑﻴﻪ ﻣﺴﺎﺡ + ﻋﺎﻣﻞ _____ ﺍﻟﺤﻔﺮ 1 ﻣﻌﺪﺍﺕ ﻳﺪﻭﻳﻪ 6 ﻧﺠﺎﺭﻳﻦ + 6 ﻣﺴﺎﻋﺪﻳﻦ ﺷﺪﻩ ﺧﺸﺒﻴﻪ ﺍﻋﻤﺎﻝ ﻧﺠﺎﺭﻩ ﺧﺮﺳﺎﻧﻪ ﻋﺎﺩﻳﺔ 2 ﻣﻀﺨﻪ ﺧﺮﺳﺎﻧﻪ+ ﻫﺰﺍﺯ 2 ﻓﻮﺭﻣﺠﻰ + 2 ﻋﺎﻣﻞ ﺧﺮﺳﺎﻧﻪ ﺍﻋﻤﺎﻝ ﺍﻟﺼﺐ ﺧﺮﺳﺎﻧﻪ ﻋﺎﺩﻳﺔ 3 ﻣﻌﺪﺍﺕ ﻳﺪﻭﻳﻪ 9 ﻧﺠﺎﺭﻳﻦ +9 ﻋﺎﻣﻞ ﺷﺪﻩ ﺧﺸﺒﻴﻪ ﺍﻋﻤﺎﻝ ﻧﺠﺎﺭﻩ ﺧﺮﺳﺎﻧﻪ ﻣﺴﻠﺤﻪ 4 ﻣﻌﺪﺍﺕ ﻳﺪﻭﻳﻪ 31 ﻋﺎﻣﻞ ﺣﺪﺍﺩﻩ ﺣﺪﻳﺪ ﺍﻋﻤﺎﻝ ﺣﺪﺍﺩﻩ ﺧﺮﺳﺎﻧﻪ ﻣﺴﻠﺤﻪ 5 ﻣﻀﺨﻪ ﺧﺮﺳﺎﻧﻪ +ﻫﺰﺍﺯ 2 ﻓﻮﺭﻣﺠﻰ+ 2 ﻋﺎﻣﻞ ﺧﺮﺳﺎﻧﻪ ﺍﻋﻤﺎﻝ ﺍﻟﺼﺐ ﺧﺮﺳﺎﻧﻪ ﻣﺴﻠﺤﻪ 6 ﺗﺎﻧﻚ ﻣﻌﺎﻟﺠﻪ 2 ﻋﺎﻣﻞ ﻣﻴﺎﻩ ﻭ ﺭﻣﻞ ﺍﻋﻤﺎﻝ ﺍﻟﻤﻌﺎﻟﺠﻪ 7
Resource Management ﺍﻟﺪﻭﺭ ﺍ ﻮﻝ ﻷ ﻣﻮﺍﺩ ﺍﻟﻨﺸﺎﻁ ﺍﻟﻜﻮﺩ ﻣﻌﺪﺍﺕ ﺷﺪﻩ ﺧﺸﺒﻴﻪ ﺍﻋﻤﺎﻝ ﻧﺠﺎﺭﻩ ﺍﻟﻌﻤﺪﺍﻥ 8 ﻣﻌﺪﺍﺕ ﻳﺪﻭﻳﻪ 5 ﺣﺪﺍﺩﻳﻦ + 01ﻣﺴﺎﻋﺪﻳﻦ ﺣﺪﻳﺪ ﺍﻋﻤﺎﻝ ﺣﺪﺍﺩﻩ ﻋﻤﺪﺍﻥ 9 ﻣﻀﺨﻪ ﺧﺮﺳﺎﻧﻪ +ﻫﺰﺍﺯ 2 ﻓﻮﺭﻣﺠﻰ +2ﻋﺎﻣﻞ ﺧﺮﺳﺎﻧﻪ ﺍﻋﻤﺎﻝ ﺍﻟﺼﺐ ﺍﻟﻌﻤﺪﺍﻥ 01 ﺗﺎﻧﻚ ﻣﻌﺎﻟﺠﻪ 2 ﻋﺎﻣﻞ ﻣﻴﺎﻩ ﻭ ﺭﻣﻞ ﺍﻋﻤﺎﻝ ﻣﻌﺎﻟﺠﻪ ﻋﻤﺪﺍﻥ 11 ﻣﻌﺪﺍﺕ ﻳﺪﻭﻳﻪ 9 ﻧﺠﺎﺭﻳﻦ + 9ﻋﺎﻣﻞ ﺷﺪﻩ ﺧﺸﺒﻴﻪ ﺍﻋﻤﺎﻝ ﻧﺠﺎﺭﻩ ﺑﻼﻃﺎﺕ ﻭ ﻛﻤﺮﺍﺕ 21 ﻣﻌﺪﺍﺕ ﻳﺪﻭﻳﻪ 41 ﺣﺪﺍﺩ + 82 ﻣﺴﺎﻋﺪ ﺣﺪﻳﺪ ﺍﻋﻤﺎﻝ ﺣﺪﺍﺩﻩ ﺑﻼﻃﺎﺕ ﻭ ﻛﻤﺮﺍﺕ 31 ______ ــــــــــــ ﺧﺮﺍﻃﻴﻢ ﺍﻋﻤﺎﻝ ﻛﻬﺮﺑﺎﺀ ﺧﺮﺍﻃﻴﻢ 41 ﻣﻀﺨﻪ ﺧﺮﺳﺎﻧﻪ +ﻫﺰﺍﺯ 2 ﻓﻮﺭﻣﺠﻰ + 2ﻋﺎﻣﻞ ﺧﺮﺳﺎﻧﻪ ﺍﻋﻤﺎﻝ ﺍﻟﺼﺐ 51 ﻣﻌﺪﺍﺕ ﻳﺪﻭﻳﻪ ﻋﺪﺩ ﻋﻤﺎﻝ 9 ﻧﺠﺎﺭﻳﻦ + 9 ﻋﺎﻣﻞ
DURATION ﺍﻟﻤﻌﺪﻝﺍﻟﻴﻮﻣﻰ ﺍﻟﻜﻤﻴﻪ ﻣﻌﺪﻝ ﺍﻻ ﻧﺘﺎﺝ / =
DURATION ﻣﻌﺪﻝ ﺍﻻ ﺍﻟﻨﻮﻉ ﻛﻤﻴﻪ /3 m ﻧﺘﺎﺝ /3 m ﺑﺎﻟﻴﻮﻡ ﺍﻟﺤﻔﺮ )ﻧﻘﻞ( 0054 003 ﺍﻟﺨﺮﺳﺎﻧﻪ ﺍﻟﻌﺎﺩﻳﻪ ﻧﺠﺎﺭﻩ ﺻﺐﻛﻬﺮﺑﺎﺀ 6. 461 6. 361 4 003 ﺧﺮﺳﺎﻧﻪ ﻣﺴﻠﺤﻪ ﻋﺪﺩ ﺍﻟﻌﻤﺎﻝ +ﺍﻟﻤﻌﺪﺍﺕ 1ﺣﻔﺎﺭ +3ﻋﺮﺑﻴﺎﺕ +ﻋﺎﻣﻞ+1ﻣﺴﺎﺡ ﻋﺪﺩ ﺍﻻ ﻳﺎﻡ 003/0054=51ﻳﻮﻡ ﻻﺳﺎﺳﺎﺕ 6ﻧﺠﺎﺭﻳﻦ +6ﻣﺴﺎﻋﺪﻳﻦ 5 ﻋﺎﻣﻞ ﻭﺍﺣﺪ ﻳﻮﻡ 2ﻓﻮﺭﻣﺠﻰ +4ﻋﺎﻣﻞ 6/6. 461*4=7ﻳﻮﻡ ﻭﺍﺣﺪ ﻟﻼ ﺳﺎﺳﺎﺕ ﻧﺠﺎﺭﻩ 8. 04+6. 022 4 9ﻧﺠﺎﺭﻳﻦ +9ﻋﺎﻣﻞ 4/062*9=8ﻳﻮﻡ ﺣﺪﺍﺩﻩ 062 3 31ﺣﺪﺍﺩ+62ﻋﺎﻣﻞ 3/062*31=7ﻳﻮﻡ ﺻﺐ 062 003 2ﻓﻮﺭﻣﺠﻰ +4ﻋﺎﻣﻞ ﻳﻮﻡ ﻭﺍﺣﺪ ﺍﻋﻤﺎ ﻝ ﺍﻟﺮﺩﻡ 0054 8. 4285=7. /)062+6. 461( 054 1 ﻟﻮﺩﺭ+5 ﻋﻤﺎﻝ +ﻣﺸﺮﻑ +3ﻋﺮﺑﻴﺎﺕ 054/3905=31ﻳﻮﻡ
ﺍﻟﻨﻮﻉ ﻣﻌﺪﻝ ﻛﻤﻴﻪ /3 m ﻧﺘﺎﺝ ﺍﻋﻤﺎﻝ ﺍﻟﺨﺮﺳﺎﻧﻪ ﺍﻻ ﻋﺪﺩ ﺍﻟﻌﻤﺎﻝ +ﺍﻟﻤﻌﺪﺍﺕ ﻋﺪﺩ ﺍﻻ ﻳﺎﻡ ﻟﻼ ﻋﻤﺪﻩ ﻧﺠﺎﺭﻩ 6. 89 2. 1 9ﻧﺠﺎﺭﻳﻦ +9ﻋﻤﺎﻝ 2. 1/6. 89*9=01ﻳﻮﻡ ﺣﺪﺍﺩﻩ 6. 89 4. 2 5ﺣﺪﺍﺩﻳﻦ +01ﻋﻤﺎﻝ 4. 2/6. 89*3=9ﻳﻮﻡ ﺻﺐ 6. 89 003 2ﻓﻮﺭﻣﺠﻰ +4 ﻋﺎﻣﻞ ﻳﻮﻡ ﻭﺍﺣﺪ ﺍﻋﻤﺎﻝ ﺍﻟﺨﺮﺳﺎﻧﻪ ﻟﻠﻜﻤﺮﺍﺕ ﻭﺍﻟﺒﻼ ﻃﺎﺕ ﻧﺠﺎﺭﻩ 2. 954=082+2. 971 5. 7 6ﻧﺠﺎﺭﻳﻦ +6ﻋﻤﺎﻝ 5. 7/2. 954*6=11 ﺣﺪﺍﺩﻩ 2. 954 3 41ﺣﺪﺍﺩ +82ﻋﺎﻣﻞ 11ﻳﻮﻡ ﻛﻬﺮﺑﺎﺀ 5 ﻋﺎﻣﻞ ﻭﺍﺣﺪ ﻳﻮﻡ
Cost Estimate Direct & Indirect Cost
Depends Nature Time Accuracy Technical Owner requirements
Unit Type Detailed Estimation Unit Method Approximate Estimation Spare Method Element Method
ﺍﻫﻢ ﺍﻟﻤﻮﺍﺩ ﻭﺗﻜﻠﻔﺘﻬﺎ ﺍﻟﻮﺣﺪﻩ ﺍﻟﻤﺎﺩﻩ ﺣﺪﻳﺪ ﺍﻟﺘﺴﻠﻴﺢ ﺧﺮﺳﺎﻧﻪ ﻣﺴﻠﺤﻪ ﺧﺮﺳﺎﻧﻪ ﻋﺎﺩﻳﻪ ﺍﻟﺸﺪﺍﺩ ﺍﻟﺨﺸﺒﻴﻪ ﺍﻟﺘﻜﻠﻔﻪ/ﺍﻟﻮﺣﺪ ﻃﻦ 3 0056 ﻡ 3 009 ﻡ 3 004 ﻡ 3 051 ﺍﻫﻢ ﺍﻟﻤﻌﺪﺍﺕ ﻭﺗﻜﻠﻔﺘﻬﺎ ﺍﻟﻤﻌﺪﺍﺕ ﺍﻟﺘﻜﻠﻔﻪ/ﺍﻟﻴﻮﻡ ﻋﺮﺑﻪ ﺍﻟﻨﻘﻞ ﺍﻟﻘﻼﺏ 0021 ﻫﺰﺍﺯ 042 ﻟﻮﺩﺭ 0051 ﺩﻛﺎﻙ 003
ﺍﻧﻮﺍﻉ ﺍﻟﻌﻤﺎﻟﻪ ﻭﺗﻜﻠﻔﺘﻬﺎ ﺍﻟﻌﻤﺎﻟﻪ ﺍﻟﺘﻜﻠﻔﻪ/ﺍﻟﻴﻮﻡ ﺍﻟﻨﺠﺎﺭ ﺣﺪﺍﺩ ﻣﺴﺎﻋﺪ ﻧﺠﺎﺭ ﻣﺴﺎﻋﺪ ﺣﺪﺍﺩ ﻣﺸﺮﻑ ﻋﺎﻣﻞ ﻣﺴﺎﺡ ﻋﺎﻣﻞ ﻫﺰﺍﺯ ﻓﺮﻣﺠﻲ ﻛﻬﺮﺑﺎﺋﻲ 081 021 042 021 081
ﺍﻻﻃﻘﻢ ﺍﻟﻌﻤﺎﻝ ﺍﻟﻤﻌﺪﺍﺕ ﺍﻻﻧﺘﺎﺝ ﺑﺎﻟﻴﻮﻡ ﺗﻜﻠﻔﻪ ﺍﻻﻃﻘﻢ ﺍﺍﻟﺤﻔﺮ 1 ﻣﺸﺮﻑ+1ﻋﻤﺎﻝ 1 ﻟﻮﺩﺭ+3 ﻋﺮﺑﻴﻪ 003 0645 ﻃﻘﻢ ﺍﻟﻨﺠﺎﺭﻩ 3 ﻧﺠﺎﺭ+3 ﻣﺴﺎﻋﺪ ﻟﻘﻮﺍﻋﺪ 21 ﻋﻤﺪﺩ 6. 3 ﺍﻻﺳﻘﻒ 9 009 ﻃﻘﻢ ﺍﻟﺤﺪﺍﺩﻩ 3 ﺣﺪﺍﺩ+6 ﻣﺴﺎﻋﺪ ﺍﻟﻘﻮﺍﻋﺪ 9 ﺍﻋﻤﺪ 2. 7 ﺍﻻﺳﻘﻒ 9 0621 ﻃﻘﻢ ﺍﻟﺼﺐ 2 ﻓﺮﻣﺠﻲ + ﻋﻤﺎﻝ 4 ﻫﺰﺍﺯ 052 048 ﻃﻘﻢ ﺍﻟﻌﺰﻝ 5 ﻋﻤﺎﻝ 003 006 ﻃﻘﻢ ﺍﻟﻤﻌﺎﻟﺠﻪ 2 ﻋﻤﺎﻝ 003 042
ﻣﺜﺎﻝ ﻟﻮﻋﻨﺪﻱ 001 ﻡ 3 ﻣﻦ ﺧﺮﺳﺎﻧﻪ ﺍﻟﻘﻮﺍﻋﺪ ﺍﻟﻤﺴﻠﺤﻪ ﺍﻟﻤﻄﻠﻮﺏ. ● 1ﺣﺴﺎﺏ ﺗﻜﻠﻔﻪ ﺍﻟﻨﺠﺎﺭﻩ 2ﺣﺴﺎﺏ ﺗﻜﻠﻔﻪ ﺍﻟﺤﺪﺍﺩ ﺍﻭﻻ. ﺍﻟﻨﺠﺎﺭﻩ ● ● ﻋﺪﺩ ﺍﻻﻳﺎﻡ = ﺍﻟﻜﻤﻴﻪ /ﻋﺪﺩ ﺍﻻﻃﻘﻢ *ﻣﻌﺪﻝ ﺍﻻﻧﺘﺎﺝ ﻟﻠﻄﻘﻢ ﺍﻟﻮﺍﺣﺪ = 5/001*21= 666. 1=2 ﻳﻮﻡ
ﺛﺎﻧﻴﺎ. ﺍﻟﺤﺪﺍﺩ ﻋﺪﺩ ﺍﻻﻳﺎﻡ =ﺍﻟﻜﻤﻴﻪ /ﻋﺪﺩ ﺍﻻﻃﻘﻢ *ﻣﻌﺪﻝ ﺍﻻﻧﺘﺎﺝ ﻟﻠﻄﻘﻢ =4/001*9=77. 2 =3 ﻳﻮﻡ ● ●
• Sub 1 =direct cost + Site over head • =19498146. 67+19498146*0. 055 =20580192. 12 • Sub 2 = sub 1 + % office *sub 1 • 20580192 +. 04*20580192=21403399. 885 • Price = sub 2+% profit *sub 2 • 21403399. 8 +. 145*2103399. 8 =24506892. 77
Cash Flow
Date Cash out Cash in Net Cash Flow 05/01/2015 286600 835396 1106850 1904663 2240600 2999491 3767471 4224277 5036534 5374767 6118426 6638926 7159426 8615514 10071602 11268190 11488697 11809204 11929711 12054068 1451816 16979251 19188649 20087524 21403399 0 0 311749 908701. 99 1203976 2071797 2437212 3262696 4098066 4594957 5478493 5846402 6655317 7221491 7787665 9371525 10955385 12256973 12496830 12736686 12976543 13115076 15792128 18469181 20962723 21850205 23281547 286600523647198148. 01700687168803562279504775126211441577103726 27202416391 62065 827849700077312805768276 687626 806975 922475 11663260 1187123719468875199 446806 23281547 06/01/2015 07/01/2015 08/01/2015 09/01/2015 10/01/2015 11/01/2015 12/01/2105 01/01/2016 02/01/2016 03/01/2016 04/01/2016 05/01/2016 06/01/2016 07/01/2016 08/01/2016 09/01/2016 10/01/2016 11/01/2016 12/01/2016 01/01/2017 02/01/2017 03/01/2017 04/01/2017 05/01/2017
Cash Flow
Value Engineering
• Definition It is intensive problem solving activity that focuses on improving the value of the functions
• Advantages Decreasing cost Increasing profit Improving quality Saving time Using resources more effectively
Ph • Best time to do value engineering
Case study 1 • traditional plastering technique: Total quantity No. of floor Crew No. of Crew /Floor 12000 5 2 laborers & 2 Assistants 2 Crew Productio Total n /Crew quantity for 2 crew /day 140 m 2 280 m 2/ /Day day Cost / crew 400 LE
• Cost/ Day For each Crew = 2*120 LE/plaster + 2*80 LE/ Assistant= 400 LE • Cost/day for 2 Crew in each floor =400 * 2 Crew =800 LE • Cost for 5 floor =800*5 =4000 LE • Duration needed to finish each floor = 2400 m 2/ 280 = 9 days • Duration needed to finish the whole area = 9*5 = 45 days • Cost needed to finish the whole area =800*45= 36000 LE • Total cost for traditional plastering technique= 36000*11 = 396000 LE
Automatic rendering plastering machine : Price Shipping fees Customs Total price Production / Screw day Durability price Labor / day 2500$ Included 625$ 3125$ 550 m 2/Day 100 LE 3 Months 400$ If we bought 6 machine ( Total price + customs) * 6 = 3125*6 =18750 $ Total price + customs In Egyptian pound = 18750 * 11 = 206250 LE Total duration needed to finish the whole area = 12000*11/550*6= 40 days Labor / Floor = 100 * 5 =500 LE Total cost for 1 labor/ 11 buildings = 500*6*5 = 15000 LE Total cost for Automatic rendering machining technique = 206250 + 15000 = 221250 LE
Case study (2): • Comparison between Metallic & Wooden Formwork: Point of Comparison Wooden Form Metallic Form Quality Cost Good Very Good High (Used 3 Times Only) Skilled Excellent Low ( Used 90 Times ) Very Skilled High Small Lost of Form Labor Production Rate for One Crew Deflection
Health, Safety, Security, and Environment (HSSE)
Roles and responsibilities Main contractor Safety manager Foreman Workers
• General site safety rules Access/egress arrangements Materials Working at height Excavations Fire prevention
Engineers’ Site Caravan
Bitumen & Timber formwork
• Tyeps of risk: Acts of god Financial & Economical Physical Risk Political & Environmental Construction Related Design Related
• Risk management processes § Risk Management Planning. § Risk Identification. § Risk Analysis. § Risk Response Planning. § Risk Monitoring and Control.
9(VH) 27 45 63 81 7(H) Ampact 9 7 21 35 49 63 5(M) 5 15 25 35 45 3(L) 3 9 15 21 27 1(VL) 1 3 5 7 9 1(VL) 3(L) 5(M) 7(H) 9(VH) Probability
1ﺍﻟﻤﺨﺎﻃﺮ ﺍﻟﻤﺘﻌﻠﻘﻪ ﺑﺎﻻﺩﺍﺭﻩ ﻣﺨﺎﻃﺮ ﺍﻟﺒﻴﺌﻪ ﺍﻟﺒﻨﺪ ﺍﺣﺘﻤﺎﻟﻴﻪ ﺍﻟﺘﺎﺛﻴﺮ ﺍﻟﻨﻘﺎﻁ 3 3 7 9 5 5 12 72 51 ﺍﻟﻜﻮﺍﺭﺍﺙ ﺍﻟﻄﺒﻴﻌﻴﻪ ﺛﻮﺭﺍﺕ ﺍﻟﺤﺮﻳﻖ ﻛﺜﺎﻓﻪ ﺍﻟﺸﻐﻞ ﻓﻲ ﺍﻭﻗﺖ ﻣﺨﺎﻃﺮ ﺍﺩﺭﺍﻩ ﺍﻟﻮﻗﺖ ﺯﻳﺎﺩﻩ ﻣﺪﻩ ﺍﻟﻤﺸﺮﻭﻉ ﺟﺪﻭﻝ ﺯﻣﻨﻲ ﻣﻀﻐﻮﻁ 7 3 7 7 94 12 ﻣﺨﺎﻃﺮ ﺍﻟﺘﻜﻠﻔﻪ ﺯﻳﺎﺩﻩ ﺗﻜﻠﻔﻪ ﺍﻟﻤﺸﺮﻭﻉ ﺍﻟﺘﻀﺨﻢ ﻋﺪﻡ ﺩﻗﻪ ﺗﻘﺪﻳﺮ ﺣﺴﺎﺏ ﺍﻟﺘﻜﻠﻔﻪ ﺍﻟﺘﺎﺧﻴﺮ ﻓﻲ ﺩﻓﻊ ﺍﻟﻤﺴﺘﺤﻘﺎﺕ 7 9 5 5 9 9 7 5 36 18 53 52 ﻣﺨﺎﻃﺮ ﺍﻟﺘﺼﻤﻴﻢ ﻋﻴﻮﺏ ﻓﻲ ﺍﻟﺘﺼﻤﻴﻢ 5 7 51
2ﺍﻟﻤﺨﺎﻃﺮ ﺍﻟﻤﺘﻌﻠﻘﻪ ﺑﺎﻻﻧﺸﺎﺀ ﺍﻻﺣﺘﻤﺎﻟﻴﻪ ﺍ-ﺍﻟﺒﻨﺪ ﺍﻟﺘﺎﺛﻴﺮ ﺍﻟﻨﻘﺎﻁ ﺍ-ﺍﻟﺤﻔﺮ 3 3 1 1 5 ﺍ-ﺍﻧﻬﻴﺎﺭ ﺍﻟﺘﺮﺑﻪ ﺏ-ﺟﻮﺩﻩ ﺍﻟﺘﺮﺑﻪ ﺳﻴﺌﻪ ﺝ-ﺍﻧﻬﻴﺎﺭ ﻣﻨﺸﺎ ﺍﻟﺠﺎﺭ ﺩ-ﻫﺒﻮﻁ ﻓﻲ ﻣﻨﺸﺎ ﺍﻟﺠﺎﺭ ﺭ-ﺧﻄﺎ ﻓﻲ ﻧﺘﺎﺋﺞ ﻋﻴﻨﺎﺕ ﺍﻟﺘﺮﺑﻪ 7 5 9 9 7 12 51 9 9 53 ﺏ-ﻣﺨﺎﻃﺮ ﺍﻟﻤﺴﺎﺣﻪ ﺍ-ﺧﻄﺎ ﻓﻲ ﺍﻟﻘﺮﺍﺀﺍﺗﻮﻭﺿﻊ ﺍﻟﻤﺤﺎﻭﺭ 3 9 72 ﺏ-ﺣﻄﺎ ﻓﻲ ﻭﺿﻊ ﺍﻻﺳﺎﺱ ﻭﺍﻻﻋﻤﺪﻩ 3 9 72 ﺝ-ﻣﺨﺎﻃﺮ ﺍﻋﻤﺎﻝ ﺍﻟﺨﺮﺳﺎﻧﻪ ﺍ-ﺟﻮﺩﻩ ﺍﻟﺨﺮﺳﺎﻧﻪ ﺍﻟﺠﺎﻫﺰﻩ ﺳﻴﺌﻪ 3 7 12 ﺏ-ﺧﻄﺎ ﻓﻲ ﺍﻟﻤﻌﺎﻟﺠﻪ 5 5 51 ﺍﻧﺘﺎﺟﻴﻪ ﺍﻟﻤﻀﺨﻪ ﺿﻌﻴﻔﻪ 3 5 51 ﺩ-ﻣﺨﺎﻃﺮ ﺍﻟﺘﻨﻈﻴﻢ ﺍ-ﺗﻐﻴﺮ ﺍﻟﺨﻄﻪ 5 7 53 ﺏ-ﺧﻄﺎ ﻓﻲ ﺍﻋﻤﺎﻝ ﺍﻟﺘﻨﻔﻴﺬ 5 5 52 ﺝ-ﻧﻘﺺ ﻓﻲ ﺍﻟﺘﺼﺮﻳﺢ 5 7 53
Risk Response 1 - Avoid 2 - Acceptance 3 - Mitigation 4 - Transfer
Response action Score ﺷﺮﻛﻪ ﺗﺎﻣﻴﻦ Transfer 53 Accptance 36 Accptance 18 ﺷﺮﻭﻁ ﻭﻏﺮﻣﺎﺕ ﺗﺎﺧﻴﺮ Mitigation 52 ﺣﺎﺟﺰ ﺍﻟﻤﻮﺍﺩ ﻣﺴﺒﻘﺎ Avoid 94 ﻣﻘﺎﻭﻝ ﺑﺎﻃﻦ Transfer 94 ﺷﺮﻭﻁ ﻭﻏﺮﻣﺎﺕ ﺗﺎﺧﻴﺮ Mitigation 94 ﺯﻳﺎﺩﻩ ﻋﺪﺩ ﺍﻟﻌﻤﺎﻝ Mitigation 94 Risk ﺍﻻﺻﺎﺑﺎﺕ ﺯﻳﺎﺩﻩ ﺗﻜﻠﻔﻪ ﺍﻟﻤﺸﺮﻭﻉ ﺍﻟﺘﻀﺤﻢ ﺗﺎﺧﻴﺮ ﺍﻟﻤﺴﺘﺤﻘﺎﺕ ﺫﻳﺎﺩﻩ ﺗﻜﻠﻔﻪ ﺍﻟﻤﻮﺍﺩ ﻋﺎﺟﺰ ﺍﻟﻤﻌﺪﺍﺕ ﺗﻐﻴﺐ ﺍﻟﻤﻘﺎﻭﻝ ﺯﻳﺎﺩﻩ ﻣﺪﻩ ﺍﻟﻤﺸﺮﻭﻉ
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