{"slug":"bored-concrete-piles-secant-shoring-walls-and-tieback-anchors-boq-sheet","sheets":[{"name":"مقايسة الخوازيق والسند (BOQ)","maxRow":22,"maxCol":9,"colWidths":[14.0,16.0,54.0,10.0,14.0,16.0,13.0,17.0,19.0],"rows":[{"r":1,"h":34.0,"cells":[{"c":"A1","v":"مقايسة الخوازيق الخرسانية العاملة وسند جوانب الحفر والمرابط الأرضية (Piling & Shoring BOQ) — كود BOQ-STR-213","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":9},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":34.0,"cells":[{"c":"A2","v":"مرجع الكود: ACI 336.3R | BS EN 1536 (Bored Piles) | BS EN 1537 (Ground Anchors) | ASTM D1143 & D5882 | ECP 202 Part 4","bg":"#B45309","fg":"#FFFFFF","b":true,"al":"center","cs":9},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":28.0,"cells":[{"c":"A3","v":""},{"c":"B3","v":""},{"c":"C3","v":""},{"c":"D3","v":""},{"c":"E3","v":""},{"c":"F3","v":""},{"c":"G3","v":""},{"c":"H3","v":""},{"c":"I3","v":""}]},{"r":4,"h":72.0,"cells":[{"c":"A4","v":"رقم البند","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B4","v":"الكود المرجعي","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C4","v":"بيان الأعمال والمواصفات الفنية (Item Description)","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D4","v":"الوحدة","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E4","v":"الكمية الحصرية","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F4","v":"سعر المواد والخرسانة والحديد (ج.م)","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G4","v":"سعر الحفر والمعدات والمصنعية (ج.م)","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"H4","v":"الفئة الإجمالية للوحدة (ج.م)","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"I4","v":"الإجمالي الكلي للبند (ج.م)","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":5,"h":72.0,"cells":[{"c":"A5","v":"PIL-MOB-01","bg":"#F8FAFC","b":true,"al":"center"},{"c":"B5","v":"BS EN 1536","bg":"#F8FAFC","al":"center"},{"c":"C5","v":"نقل وتجهيز ونصب ماكينات حفر الخوازيق الهيدروليكية (Bauer BG-28 / Soilmec SR-60)، محطة خلط البنتونيت، الونش المساعد، وإخلاء الموقع بعد الانتهاء","bg":"#F8FAFC"},{"c":"D5","v":"مقطوعية","bg":"#F8FAFC","al":"center"},{"c":"E5","v":1,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F5","v":85000,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"G5","v":265000,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"H5","v":350000,"f":"=F5+G5","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"},{"c":"I5","v":350000,"f":"=E5*H5","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"}]},{"r":6,"h":72.0,"cells":[{"c":"A6","v":"PIL-GDW-02","b":true,"al":"center"},{"c":"B6","v":"BS EN 1536","al":"center"},{"c":"C6","v":"توريد وصب وتكسير كمرة التوجيه الخرسانية المسلحة (RC Guide Wall بعمق 1.20 م وعرض 0.40 م لكل جانب) لضبط محاور ورأسية خوازيق السند المتقاطعة"},{"c":"D6","v":"م.ط","al":"center"},{"c":"E6","v":185,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F6","v":1450,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"G6","v":550,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"H6","v":2000,"f":"=F6+G6","b":true,"al":"center","nf":"#,##0.00"},{"c":"I6","v":370000,"f":"=E6*H6","b":true,"al":"center","nf":"#,##0.00"}]},{"r":7,"h":72.0,"cells":[{"c":"A7","v":"PIL-SEC-03","bg":"#F8FAFC","b":true,"al":"center"},{"c":"B7","v":"BS EN 1536","bg":"#F8FAFC","al":"center"},{"c":"C7","v":"حفر وصب خوازيق سند أولية غير مسلحة (Primary / Female Bentonite-Cement Soft Piles قطر 800 مم وعمق 18.0 م، خرسانة пластиكية fcu = 15 MPa)","bg":"#F8FAFC"},{"c":"D7","v":"م.ط","bg":"#F8FAFC","al":"center"},{"c":"E7","v":1170,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F7","v":2850,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"G7","v":1150,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"H7","v":4000,"f":"=F7+G7","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"},{"c":"I7","v":4680000,"f":"=E7*H7","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"}]},{"r":8,"h":72.0,"cells":[{"c":"A8","v":"PIL-SEC-04","b":true,"al":"center"},{"c":"B8","v":"BS EN 1536","al":"center"},{"c":"C8","v":"حفر وصب خوازيق سند ثانوية مسلحة متقاطعة (Secondary / Male Reinforced Secant Piles قطر 800 مم وعمق 20.0 م بتداخل 15 سم، خرسانة C35 وحديد 110 كجم/م3)"},{"c":"D8","v":"م.ط","al":"center"},{"c":"E8","v":1300,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F8","v":6200,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"G8","v":1750,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"H8","v":7950,"f":"=F8+G8","b":true,"al":"center","nf":"#,##0.00"},{"c":"I8","v":10335000,"f":"=E8*H8","b":true,"al":"center","nf":"#,##0.00"}]},{"r":9,"h":72.0,"cells":[{"c":"A9","v":"PIL-CAP-05","bg":"#F8FAFC","b":true,"al":"center"},{"c":"B9","v":"ACI 318-19","bg":"#F8FAFC","al":"center"},{"c":"C9","v":"توريد وصب الكمرة الرابطة العلوية لرؤوس خوازيق السند (RC Capping Beam قطاع 1.00×0.80 م، خرسانة C35 وحديد تسليح 140 كجم/م3 شاملة تكسير رؤوس الخوازيق)","bg":"#F8FAFC"},{"c":"D9","v":"م.ط","bg":"#F8FAFC","al":"center"},{"c":"E9","v":185,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F9","v":5800,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"G9","v":1400,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"H9","v":7200,"f":"=F9+G9","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"},{"c":"I9","v":1332000,"f":"=E9*H9","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"}]},{"r":10,"h":72.0,"cells":[{"c":"A10","v":"PIL-ANC-06","b":true,"al":"center"},{"c":"B10","v":"BS EN 1537","al":"center"},{"c":"C10","v":"تنفيذ وشد وحقن المرابط الأرضية المؤقتة لاحقة الشد (Temporary Multi-Strand Ground Tieback Anchors 4×0.6\" بطول 18 م على صفين وحمل تصميمي 650 kN)"},{"c":"D10","v":"عدد","al":"center"},{"c":"E10","v":148,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F10","v":19500,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"G10","v":9500,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"H10","v":29000,"f":"=F10+G10","b":true,"al":"center","nf":"#,##0.00"},{"c":"I10","v":4292000,"f":"=E10*H10","b":true,"al":"center","nf":"#,##0.00"}]},{"r":11,"h":72.0,"cells":[{"c":"A11","v":"PIL-WAL-07","bg":"#F8FAFC","b":true,"al":"center"},{"c":"B11","v":"AISC 360","bg":"#F8FAFC","al":"center"},{"c":"C11","v":"توريد وتركيب وفك كمر الحزام الفولاذي المزدوج (Double UPN 300 / HEB 300 Steel Waler Beams) شامل بليتات التحميل المائلة والكراسي عند رؤوس المرابط","bg":"#F8FAFC"},{"c":"D11","v":"طن","bg":"#F8FAFC","al":"center"},{"c":"E11","v":34,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F11","v":48000,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"G11","v":14000,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"H11","v":62000,"f":"=F11+G11","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"},{"c":"I11","v":2108000,"f":"=E11*H11","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"}]},{"r":12,"h":72.0,"cells":[{"c":"A12","v":"PIL-SHT-08","b":true,"al":"center"},{"c":"B12","v":"ACI 506R","al":"center"},{"c":"C12","v":"قذف خرسانة مقذوفة مسلحة بشبك حديدي لتسوية وحماية واجهة خوازيق السند بين الفراغات (Reinforced Shotcrete Facing سمك 8 سم مع مصارف المياه Weep Holes)"},{"c":"D12","v":"م2","al":"center"},{"c":"E12","v":1650,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F12","v":390,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"G12","v":190,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"H12","v":580,"f":"=F12+G12","b":true,"al":"center","nf":"#,##0.00"},{"c":"I12","v":957000,"f":"=E12*H12","b":true,"al":"center","nf":"#,##0.00"}]},{"r":13,"h":104.0,"cells":[{"c":"A13","v":"PIL-WRK-09","bg":"#F8FAFC","b":true,"al":"center"},{"c":"B13","v":"ACI 336.3R","bg":"#F8FAFC","al":"center"},{"c":"C13","v":"حفر وصب خوازيق عاملة للأساسات بالحفر الدوار والبنتونيت (Working Bored Piles قطر 800 مم بطول فعال 22.0 م، خرسانة C40 مقاومة للكبريتات بالـ Tremie Pipe وحديد 95 كجم/م3)","bg":"#F8FAFC"},{"c":"D13","v":"م.ط","bg":"#F8FAFC","al":"center"},{"c":"E13","v":2640,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F13","v":6600,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"G13","v":1650,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"H13","v":8250,"f":"=F13+G13","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"},{"c":"I13","v":21780000,"f":"=E13*H13","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"}]},{"r":14,"h":72.0,"cells":[{"c":"A14","v":"PIL-WRK-10","b":true,"al":"center"},{"c":"B14","v":"ACI 336.3R","al":"center"},{"c":"C14","v":"حفر وصب خوازيق عاملة للأساسات عالية الأحمال تحت الكور والأبراج (Working Bored Piles قطر 1000 مم بطول فعال 26.0 م، خرسانة C40 وحديد تسليح 105 كجم/م3)"},{"c":"D14","v":"م.ط","al":"center"},{"c":"E14","v":1820,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F14","v":9800,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"G14","v":2300,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"H14","v":12100,"f":"=F14+G14","b":true,"al":"center","nf":"#,##0.00"},{"c":"I14","v":22022000,"f":"=E14*H14","b":true,"al":"center","nf":"#,##0.00"}]},{"r":15,"h":72.0,"cells":[{"c":"A15","v":"PIL-TRM-11","bg":"#F8FAFC","b":true,"al":"center"},{"c":"B15","v":"BS EN 1536","bg":"#F8FAFC","al":"center"},{"c":"C15","v":"أعمال تكسير وتهذيب رؤوس الخوازيق العاملة (Pile Head Trimming & Cleaning) لإزالة الخرسانة الملوثة بالبنتونيت (بطول ~1.00 م) وتجهيز أشاير الحديد للدخول في اللبشة","bg":"#F8FAFC"},{"c":"D15","v":"عدد","bg":"#F8FAFC","al":"center"},{"c":"E15","v":190,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F15","v":350,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"G15","v":950,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"H15","v":1300,"f":"=F15+G15","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"},{"c":"I15","v":247000,"f":"=E15*H15","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"}]},{"r":16,"h":72.0,"cells":[{"c":"A16","v":"PIL-TST-12","b":true,"al":"center"},{"c":"B16","v":"ASTM D1143","al":"center"},{"c":"C16","v":"إجراء تجربة التحميل الاستاتيكي المبدئية على خازوق غير عامل حتى 200% من الحمل التصميمي (Preliminary Static Pile Load Test up to 7,000 kN using Reaction Anchors)"},{"c":"D16","v":"عدد","al":"center"},{"c":"E16","v":2,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F16","v":120000,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"G16","v":195000,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"H16","v":315000,"f":"=F16+G16","b":true,"al":"center","nf":"#,##0.00"},{"c":"I16","v":630000,"f":"=E16*H16","b":true,"al":"center","nf":"#,##0.00"}]},{"r":17,"h":72.0,"cells":[{"c":"A17","v":"PIL-TST-13","bg":"#F8FAFC","b":true,"al":"center"},{"c":"B17","v":"ASTM D1143","bg":"#F8FAFC","al":"center"},{"c":"C17","v":"إجراء تجربة التحميل الاستاتيكي العاملة على خوازيق المشروع حتى 150% من الحمل التصميمي (Working Static Pile Load Test up to 5,250 kN)","bg":"#F8FAFC"},{"c":"D17","v":"عدد","bg":"#F8FAFC","al":"center"},{"c":"E17","v":4,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F17","v":65000,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"G17","v":115000,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"H17","v":180000,"f":"=F17+G17","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"},{"c":"I17","v":720000,"f":"=E17*H17","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"}]},{"r":18,"h":72.0,"cells":[{"c":"A18","v":"PIL-TST-14","b":true,"al":"center"},{"c":"B18","v":"ASTM D5882","al":"center"},{"c":"C18","v":"إجراء اختبارات سلامة وتجانس جسم الخرسانة لـ 100% من الخوازيق بالموجات الصوتية (Sonic Integrity PIT) واختبار Cross-Hole Sonic Logging (CSL) شاملة مواسير الفحص"},{"c":"D18","v":"مقطوعية","al":"center"},{"c":"E18","v":1,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F18","v":95000,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"G18","v":65000,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"H18","v":160000,"f":"=F18+G18","b":true,"al":"center","nf":"#,##0.00"},{"c":"I18","v":160000,"f":"=E18*H18","b":true,"al":"center","nf":"#,##0.00"}]},{"r":19,"h":34.0,"cells":[{"c":"A19","v":"الإجمالي المباشر لأعمال الخوازيق العاملة وسند جوانب الحفر (Subtotal Direct Cost)","bg":"#F1F5F9","b":true,"al":"left","nf":"#,##0.00","cs":8},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"I19","v":69983000,"f":"=SUM(I5:I18)","bg":"#F1F5F9","b":true,"al":"center","nf":"#,##0.00"}]},{"r":20,"h":34.0,"cells":[{"c":"A20","v":"احتياطي فروق أطوال الحفر ومعالجة الفجوات الأرضية (Contingency 5%)","bg":"#F8FAFC","b":true,"al":"left","nf":"#,##0.00","cs":8},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"I20","v":3499150,"f":"=I19*0.05","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"}]},{"r":21,"h":34.0,"cells":[{"c":"A21","v":"ضريبة القيمة المضافة المقررة (VAT 14%)","bg":"#F8FAFC","b":true,"al":"left","nf":"#,##0.00","cs":8},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"I21","v":10287501.0,"f":"=(I19+I20)*0.14","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"}]},{"r":22,"h":34.0,"cells":[{"c":"A22","v":"الإجمالي الكلي التقديري لمقايسة الخوازيق والسند (Grand Total EGP)","bg":"#FEF3C7","b":true,"al":"left","nf":"#,##0.00","cs":8},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"I22","v":83769651,"f":"=I19+I20+I21","bg":"#FEF3C7","b":true,"al":"center","nf":"#,##0.00"}]}]},{"name":"حاسبة تكعيب الخوازيق والحديد","maxRow":17,"maxCol":9,"colWidths":[13.0,13.0,13.0,13.0,13.0,13.0,13.0,13.0,13.0],"rows":[{"r":1,"h":34.0,"cells":[{"c":"A1","v":"النموذج الحسابي لتكعيب خرسانة الخوازيق (شامل طول الركوب Over-pour ومعامل التكهف Overbreak) وحصر أقفاص التسليح","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":9},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":34.0,"cells":[{"c":"A2","v":"حساب كميات الخرسانة الفعلية لماسورة التريمي (Tremie Pipe) وأوزان الأسياخ الطولية والكانات الحلزونية وطوق التقوية","bg":"#B45309","fg":"#FFFFFF","b":true,"al":"center","cs":9},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":28.0,"cells":[{"c":"A3","v":""},{"c":"B3","v":""},{"c":"C3","v":""},{"c":"D3","v":""},{"c":"E3","v":""},{"c":"F3","v":""},{"c":"G3","v":""},{"c":"H3","v":""},{"c":"I3","v":""}]},{"r":4,"h":104.0,"cells":[{"c":"A4","v":"م","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B4","v":"نموذج الخازوق (Pile Group Type)","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C4","v":"القطر D (متر)","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D4","v":"العدد الكلي للخوازيق","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E4","v":"الطول التصميمي الفعال + 1.0 م ركوب (م)","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F4","v":"معامل التكهف الجانبي (Overbreak %)","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G4","v":"حجم الخرسانة النظري للخازوق (م3)","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"H4","v":"إجمالي الخرسانة الفعلية للتوريد (م3)","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"I4","v":"إجمالي وزن حديد التسليح (طن)","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":5,"h":128.0,"cells":[{"c":"A5","v":1,"bg":"#F8FAFC","al":"center"},{"c":"B5","v":"خوازيق سند أولية غير مسلحة (Primary Secant Ø800mm)","bg":"#F8FAFC"},{"c":"C5","v":0.8,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"D5","v":65,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0"},{"c":"E5","v":18.5,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F5","v":0.12,"in":true,"bg":"#FFFBEB","al":"center","nf":"0.0%"},{"c":"G5","v":9.299106,"f":"=3.14159*(C5/2)^2*E5","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"},{"c":"H5","v":676.974917,"f":"=D5*G5*(1+F5)","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"},{"c":"I5","v":0,"in":true,"bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"}]},{"r":6,"h":128.0,"cells":[{"c":"A6","v":2,"al":"center"},{"c":"B6","v":"خوازيق سند ثانوية مسلحة (Secondary Secant Ø800mm)"},{"c":"C6","v":0.8,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"D6","v":65,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0"},{"c":"E6","v":21,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F6","v":0.12,"in":true,"bg":"#FFFBEB","al":"center","nf":"0.0%"},{"c":"G6","v":10.555742,"f":"=3.14159*(C6/2)^2*E6","b":true,"al":"center","nf":"#,##0.00"},{"c":"H6","v":768.458018,"f":"=D6*G6*(1+F6)","b":true,"al":"center","nf":"#,##0.00"},{"c":"I6","v":75.473555,"f":"=D6*G6*0.11","b":true,"al":"center","nf":"#,##0.00"}]},{"r":7,"h":104.0,"cells":[{"c":"A7","v":3,"bg":"#F8FAFC","al":"center"},{"c":"B7","v":"خوازيق عاملة قياسية (Working Bored Piles Ø800mm)","bg":"#F8FAFC"},{"c":"C7","v":0.8,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"D7","v":120,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0"},{"c":"E7","v":23,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F7","v":0.15,"in":true,"bg":"#FFFBEB","al":"center","nf":"0.0%"},{"c":"G7","v":11.561051,"f":"=3.14159*(C7/2)^2*E7","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"},{"c":"H7","v":1595.425038,"f":"=D7*G7*(1+F7)","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"},{"c":"I7","v":131.795981,"f":"=D7*G7*0.095","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"}]},{"r":8,"h":104.0,"cells":[{"c":"A8","v":4,"al":"center"},{"c":"B8","v":"خوازيق عاملة للأبراج العالية (Working Bored Piles Ø1000mm)"},{"c":"C8","v":1,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"D8","v":70,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0"},{"c":"E8","v":27,"in":true,"bg":"#FFFBEB","al":"center","nf":"#,##0.00"},{"c":"F8","v":0.15,"in":true,"bg":"#FFFBEB","al":"center","nf":"0.0%"},{"c":"G8","v":21.205732,"f":"=3.14159*(C8/2)^2*E8","b":true,"al":"center","nf":"#,##0.00"},{"c":"H8","v":1707.061426,"f":"=D8*G8*(1+F8)","b":true,"al":"center","nf":"#,##0.00"},{"c":"I8","v":155.86213,"f":"=D8*G8*0.105","b":true,"al":"center","nf":"#,##0.00"}]},{"r":9,"h":34.0,"cells":[{"c":"A9","v":"الإجمالي الكلي لحصر الخوازيق والخرسانة والحديد","bg":"#FEF3C7","b":true,"al":"center","nf":"#,##0.00","cs":3},{"skip":true},{"skip":true},{"c":"D9","v":320,"f":"=SUM(D5:D8)","bg":"#FEF3C7","b":true,"al":"center","nf":"#,##0"},{"c":"E9","v":"-","bg":"#FEF3C7","b":true,"al":"center","nf":"#,##0.00"},{"c":"F9","v":"-","bg":"#FEF3C7","b":true,"al":"center","nf":"#,##0.00"},{"c":"G9","v":52.621631,"f":"=SUM(G5:G8)","bg":"#FEF3C7","b":true,"al":"center","nf":"#,##0.00"},{"c":"H9","v":4747.919399,"f":"=SUM(H5:H8)","bg":"#FEF3C7","b":true,"al":"center","nf":"#,##0.00"},{"c":"I9","v":363.131666,"f":"=SUM(I5:I8)","bg":"#FEF3C7","b":true,"al":"center","nf":"#,##0.00"}]},{"r":10,"h":28.0,"cells":[{"c":"A10","v":""},{"c":"B10","v":""},{"c":"C10","v":""},{"c":"D10","v":""},{"c":"E10","v":""},{"c":"F10","v":""},{"c":"G10","v":""},{"c":"H10","v":""},{"c":"I10","v":""}]},{"r":11,"h":28.0,"cells":[{"c":"A11","v":""},{"c":"B11","v":""},{"c":"C11","v":""},{"c":"D11","v":""},{"c":"E11","v":""},{"c":"F11","v":""},{"c":"G11","v":""},{"c":"H11","v":""},{"c":"I11","v":""}]},{"r":12,"h":34.0,"cells":[{"c":"A12","v":"التوزيع المالي لمقايسة الأساسات العميقة وسند جوانب الحفر","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"E12","v":""},{"c":"F12","v":""},{"c":"G12","v":""},{"c":"H12","v":""},{"c":"I12","v":""}]},{"r":13,"h":72.0,"cells":[{"c":"A13","v":"الحزمة الهندسية","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B13","v":"إجمالي التكلفة المباشرة (ج.م)","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C13","v":"النسبة المئوية","bg":"#1E293B","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D13","v":""},{"c":"E13","v":""},{"c":"F13","v":""},{"c":"G13","v":""},{"c":"H13","v":""},{"c":"I13","v":""}]},{"r":14,"h":151.9,"cells":[{"c":"A14","v":"حائط الخوازيق المتقاطعة وكمرة التوجيه والربط (Secant Pile Wall)","b":true},{"c":"B14","v":17067000,"f":"=SUM('مقايسة الخوازيق والسند (BOQ)'!I5:I9)","b":true,"al":"center","nf":"#,##0.00"},{"c":"C14","v":0.243874,"f":"=B14/SUM($B$14:$B$17)","b":true,"al":"center","nf":"0.0%"},{"c":"D14","v":""},{"c":"E14","v":""},{"c":"F14","v":""},{"c":"G14","v":""},{"c":"H14","v":""},{"c":"I14","v":""}]},{"r":15,"h":151.9,"cells":[{"c":"A15","v":"المرابط الأرضية اللاحقة الشد وكمر الحزام والخرسانة المقذوفة (Anchors & Walers)","b":true},{"c":"B15","v":7357000,"f":"=SUM('مقايسة الخوازيق والسند (BOQ)'!I10:I12)","b":true,"al":"center","nf":"#,##0.00"},{"c":"C15","v":0.105126,"f":"=B15/SUM($B$14:$B$17)","b":true,"al":"center","nf":"0.0%"},{"c":"D15","v":""},{"c":"E15","v":""},{"c":"F15","v":""},{"c":"G15","v":""},{"c":"H15","v":""},{"c":"I15","v":""}]},{"r":16,"h":175.9,"cells":[{"c":"A16","v":"الخوازيق الخرسانية العاملة للأساسات وتهذيب الرؤوس (Working Piles Ø800/1000)","b":true},{"c":"B16","v":44049000,"f":"=SUM('مقايسة الخوازيق والسند (BOQ)'!I13:I15)","b":true,"al":"center","nf":"#,##0.00"},{"c":"C16","v":0.629424,"f":"=B16/SUM($B$14:$B$17)","b":true,"al":"center","nf":"0.0%"},{"c":"D16","v":""},{"c":"E16","v":""},{"c":"F16","v":""},{"c":"G16","v":""},{"c":"H16","v":""},{"c":"I16","v":""}]},{"r":17,"h":175.9,"cells":[{"c":"A17","v":"تجارب التحميل الاستاتيكية واختبارات سلامة الخوازيق (Load Tests & PIT/CSL)","b":true},{"c":"B17","v":1510000,"f":"=SUM('مقايسة الخوازيق والسند (BOQ)'!I16:I18)","b":true,"al":"center","nf":"#,##0.00"},{"c":"C17","v":0.021577,"f":"=B17/SUM($B$14:$B$17)","b":true,"al":"center","nf":"0.0%"},{"c":"D17","v":""},{"c":"E17","v":""},{"c":"F17","v":""},{"c":"G17","v":""},{"c":"H17","v":""},{"c":"I17","v":""}]}],"charts":[{"title":"التوزيع المالي لبنود الخوازيق العاملة وسند جوانب الحفر","type":"bar","grouping":"clustered","anchorRow":12,"anchorCol":4,"categories":["حائط الخوازيق المتقاطعة وكمرة التوجيه والربط (Secant Pile Wall)","المرابط الأرضية اللاحقة الشد وكمر الحزام والخرسانة المقذوفة (Anchors & Walers)","الخوازيق الخرسانية العاملة للأساسات وتهذيب الرؤوس (Working Piles Ø800/1000)","تجارب التحميل الاستاتيكية واختبارات سلامة الخوازيق (Load Tests & PIT/CSL)"],"series":[{"name":"إجمالي التكلفة المباشرة (ج.م)","valRef":"'حاسبة تكعيب الخوازيق والحديد'!$B$14:$B$17","values":[17067000.0,7357000.0,44049000.0,1510000.0],"color":"#2563EB","titleRef":"'حاسبة تكعيب الخوازيق والحديد'!$B$13","nf":"#,##0.00"}],"catRef":"'حاسبة تكعيب الخوازيق والحديد'!$A$14:$A$17"}]}]}