{"slug":"excavation-backfilling-qto","sheets":[{"name":"ملخص أعمال الحفر والردم العام","maxRow":22,"maxCol":12,"colWidths":[8.0,12.0,58.0,10.0,16.0,16.0,20.0,14.0,14.0,18.0,16.0,26.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"لوحة حصر الكميات والميزان العام للأعمال الترابية والحفر والردم والإحلال","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":12},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":56.0,"cells":[{"c":"A2","v":"شيت حصر متكامل لحساب مكعبات الحفر الهندسي بميول الجوانب، طبقات الإحلال والرمل المدموك، صافي الردم بعد خصم الخرسانات، وناتج الترحيل بالانتفاش","bg":"#0F172A","fg":"#94A3B8","al":"center","cs":12},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":128.0,"cells":[{"c":"A3","v":"اسم المشروع:","b":true},{"c":"B3","v":"إنشاء مجمع أبراج سكنية وإدارية - الأعمال الترابية","fg":"#1E293B"},{"c":"C3","v":""},{"c":"D3","v":"نوع التربة الموقعية:","b":true},{"c":"E3","v":"تربة رملية طينية متماسكة مع حجر جيري متوسط","fg":"#1E293B"},{"c":"F3","v":""},{"c":"G3","v":"منسوب الصفر المعماري:","b":true},{"c":"H3","v":"±0.00 (منسوب الرصيف)","fg":"#1E3A8A","b":true,"al":"center"},{"c":"I3","v":""},{"c":"J3","v":"منسوب قاع الحفر التأسيسي:","b":true},{"c":"K3","v":"-4.20 م من سطح الأرض","b":true,"al":"center"},{"c":"L3","v":"تاريخ الحصر: 2026/10/08","fg":"#1E293B","al":"center"}]},{"r":4,"h":14.0,"cells":[{"c":"A4","v":""},{"c":"B4","v":""},{"c":"C4","v":""},{"c":"D4","v":""},{"c":"E4","v":""},{"c":"F4","v":""},{"c":"G4","v":""},{"c":"H4","v":""},{"c":"I4","v":""},{"c":"J4","v":""},{"c":"K4","v":""},{"c":"L4","v":""}]},{"r":5,"h":34.0,"cells":[{"c":"A5","v":"إجمالي حجم الحفر الهندسي الصافي (Excavation)","bg":"#F0F9FF","fg":"#475569","b":true,"al":"center","cs":3},{"skip":true},{"skip":true},{"c":"D5","v":"إجمالي طبقات الإحلال المدموكة","bg":"#F0F9FF","fg":"#475569","b":true,"al":"center","cs":2},{"skip":true},{"c":"F5","v":"صافي حجم الردم المطلوب حول القواعد والميدات","bg":"#F0F9FF","fg":"#475569","b":true,"al":"center","cs":3},{"skip":true},{"skip":true},{"c":"I5","v":"ناتج الحفر الفائض الواجب ترحيله للمقالب العمومية","bg":"#FFFBEB","fg":"#92400E","b":true,"al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":6,"h":46.0,"cells":[{"c":"A6","v":8232.688673,"f":"='حصر كميات الحفر وميول الجوانب'!G18","bg":"#F0F9FF","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00 \"م³\"","cs":3},{"skip":true},{"skip":true},{"c":"D6","v":1220.1,"f":"='حصر طبقات الإحلال والرمل المدم'!G14","bg":"#F0F9FF","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00 \"م³\"","cs":2},{"skip":true},{"c":"F6","v":6576.164673,"f":"='حصر الردم وخصم الخرسانات'!H18","bg":"#F0F9FF","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00 \"م³\"","cs":3},{"skip":true},{"skip":true},{"c":"I6","v":1.25,"f":"='حساب الشاحنات ومعامل الانتفاش'!F12","bg":"#FFFBEB","fg":"#92400E","b":true,"al":"center","nf":"#,##0.00 \"م³ مفكك\"","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":7,"h":34.0,"cells":[{"c":"A7","v":"شاملاً ميول الجوانب ومساحة الحركة","bg":"#F0F9FF","fg":"#475569","al":"center","cs":3},{"skip":true},{"skip":true},{"c":"D7","v":"رمل وسن مدموك بنسبة 98% بروكتور","bg":"#F0F9FF","fg":"#475569","al":"center","cs":2},{"skip":true},{"c":"F7","v":"بعد خصم كامل مكعبات الخرسانات المدفونة","bg":"#F0F9FF","fg":"#475569","al":"center","cs":3},{"skip":true},{"skip":true},{"c":"I7","v":"يعادل: ='حساب الشاحنات ومعامل الانتفاش'!F14 & ' نقلة قلاب سعة 16 م³'","bg":"#FFFBEB","fg":"#92400E","b":true,"al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":8,"h":16.0,"cells":[{"c":"A8","v":""},{"c":"B8","v":""},{"c":"C8","v":""},{"c":"D8","v":""},{"c":"E8","v":""},{"c":"F8","v":""},{"c":"G8","v":""},{"c":"H8","v":""},{"c":"I8","v":""},{"c":"J8","v":""},{"c":"K8","v":""},{"c":"L8","v":""}]},{"r":9,"h":38.0,"cells":[{"c":"A9","v":"جدول الميزان العام ومقايسة بنود الأعمال الترابية (Master Earthworks BOQ Table)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"cs":12},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":10,"h":40.0,"cells":[{"c":"A10","v":"بند","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B10","v":"كود البند","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C10","v":"بيان الأعمال والمواصفات الفنية المعتمدة","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D10","v":"الوحدة","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E10","v":"الكمية المحصورة","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F10","v":"سعر الفئة (ر.س)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G10","v":"إجمالي القيمة (ر.س)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"H10","v":"نسبة المساهمة %","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"I10","v":"حالة الاعتماد","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"J10","v":"الموقع والمنطقة","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"K10","v":"فترة التنفيذ (يوم)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"L10","v":"ملاحظات فنية وهندسية","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":11,"h":52.0,"cells":[{"c":"A11","v":1,"al":"center"},{"c":"B11","v":"EW-01","fg":"#1E3A8A","b":true,"al":"center"},{"c":"C11","v":"حفر عام في تربة رملية متوسطة التماسك لزوم البدروم والأساسات حتى منسوب -4.20م","fg":"#1E293B"},{"c":"D11","v":"م³","fg":"#1E293B","al":"center"},{"c":"E11","v":8232.688673,"f":"=A6","b":true,"al":"center","nf":"@"},{"c":"F11","v":18.5,"in":true,"al":"center","nf":"#,##0.00"},{"c":"G11","v":152304.740451,"f":"=E11*F11","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"H11","v":0,"f":"=G11/$G$18","al":"center","nf":"0.00%"},{"c":"I11","v":"معتمد بالموقع","fg":"#065F46","b":true,"al":"center"},{"c":"J11","v":"منطقة البرج والخدمات","fg":"#1E293B","al":"center"},{"c":"K11","v":14,"in":true,"al":"center"},{"c":"L11","v":"حفر ميكانيكي بحفارات هيدروليكية","fg":"#1E293B"}]},{"r":12,"h":52.0,"cells":[{"c":"A12","v":2,"bg":"#F8FAFC","al":"center"},{"c":"B12","v":"EW-02","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center"},{"c":"C12","v":"أعمال سند جوانب الحفر المؤقتة بنظام الخوازيق المتلاصقة أو الميول الطبيعية 1:1","bg":"#F8FAFC","fg":"#1E293B"},{"c":"D12","v":"م²","bg":"#F8FAFC","fg":"#1E293B","al":"center"},{"c":"E12","v":1240,"in":true,"bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"},{"c":"F12","v":65,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"G12","v":80600,"f":"=E12*F12","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"H12","v":0,"f":"=G12/$G$18","bg":"#F8FAFC","al":"center","nf":"0.00%"},{"c":"I12","v":"معتمد بالموقع","bg":"#F8FAFC","fg":"#065F46","b":true,"al":"center"},{"c":"J12","v":"المحيط الشمالي والشرقي","bg":"#F8FAFC","fg":"#1E293B","al":"center"},{"c":"K12","v":10,"in":true,"bg":"#F8FAFC","al":"center"},{"c":"L12","v":"سند الجوانب لحماية الشوارع المجاورة","bg":"#F8FAFC","fg":"#1E293B"}]},{"r":13,"h":52.0,"cells":[{"c":"A13","v":3,"al":"center"},{"c":"B13","v":"EW-03","fg":"#1E3A8A","b":true,"al":"center"},{"c":"C13","v":"توريد وفرش ودك طبقات إحلال من الرمل النظيف المتدرج والسن المدموك سمك 50 سم","fg":"#1E293B"},{"c":"D13","v":"م³","fg":"#1E293B","al":"center"},{"c":"E13","v":1220.1,"f":"=D6","b":true,"al":"center","nf":"@"},{"c":"F13","v":48,"in":true,"al":"center","nf":"#,##0.00"},{"c":"G13","v":58564.8,"f":"=E13*F13","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"H13","v":0,"f":"=G13/$G$18","al":"center","nf":"0.00%"},{"c":"I13","v":"معتمد بالموقع","fg":"#065F46","b":true,"al":"center"},{"c":"J13","v":"كامل قاع التأسيس","fg":"#1E293B","al":"center"},{"c":"K13","v":7,"in":true,"al":"center"},{"c":"L13","v":"دك طبقات كل 25 سم بنسبة 98%","fg":"#1E293B"}]},{"r":14,"h":35.0,"cells":[{"c":"A14","v":4,"bg":"#F8FAFC","al":"center"},{"c":"B14","v":"EW-04","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center"},{"c":"C14","v":"توريد وفرش رمل حرش نظيف مع الدمك أسفل وحول القواعد العادية والمسلحة","bg":"#F8FAFC","fg":"#1E293B"},{"c":"D14","v":"م³","bg":"#F8FAFC","fg":"#1E293B","al":"center"},{"c":"E14","v":450,"in":true,"bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"},{"c":"F14","v":42,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"G14","v":18900,"f":"=E14*F14","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"H14","v":0,"f":"=G14/$G$18","bg":"#F8FAFC","al":"center","nf":"0.00%"},{"c":"I14","v":"معتمد بالموقع","bg":"#F8FAFC","fg":"#065F46","b":true,"al":"center"},{"c":"J14","v":"قاع الأساسات","bg":"#F8FAFC","fg":"#1E293B","al":"center"},{"c":"K14","v":5,"in":true,"bg":"#F8FAFC","al":"center"},{"c":"L14","v":"دمك خفيف لمنع قلقلة القواعد","bg":"#F8FAFC","fg":"#1E293B"}]},{"r":15,"h":52.0,"cells":[{"c":"A15","v":5,"al":"center"},{"c":"B15","v":"EW-05","fg":"#1E3A8A","b":true,"al":"center"},{"c":"C15","v":"ردم هندسي برمال نظيفة موردة حول القواعد ورقاب الأعمدة والميدات حتى منسوب الأرضية","fg":"#1E293B"},{"c":"D15","v":"م³","fg":"#1E293B","al":"center"},{"c":"E15","v":6576.164673,"f":"=F6","b":true,"al":"center","nf":"@"},{"c":"F15","v":32,"in":true,"al":"center","nf":"#,##0.00"},{"c":"G15","v":210437.269536,"f":"=E15*F15","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"H15","v":0,"f":"=G15/$G$18","al":"center","nf":"0.00%"},{"c":"I15","v":"معتمد بالموقع","fg":"#065F46","b":true,"al":"center"},{"c":"J15","v":"حول الأساسات","fg":"#1E293B","al":"center"},{"c":"K15","v":12,"in":true,"al":"center"},{"c":"L15","v":"طبقات 25 سم مع الغمر بالماء والدمك","fg":"#1E293B"}]},{"r":16,"h":52.0,"cells":[{"c":"A16","v":6,"bg":"#F8FAFC","al":"center"},{"c":"B16","v":"EW-06","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center"},{"c":"C16","v":"نقل وترحيل ناتج الحفر الزائد والمخلفات إلى المقالب العمومية المعتمدة رسمياً","bg":"#F8FAFC","fg":"#1E293B"},{"c":"D16","v":"م³","bg":"#F8FAFC","fg":"#1E293B","al":"center"},{"c":"E16","v":0,"f":"='حساب الشاحنات ومعامل الانتفاش'!F10","bg":"#F8FAFC","b":true,"al":"center","nf":"@"},{"c":"F16","v":14,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"G16","v":0,"f":"=E16*F16","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"H16","v":0,"f":"=G16/$G$18","bg":"#F8FAFC","al":"center","nf":"0.00%"},{"c":"I16","v":"معتمد بالموقع","bg":"#F8FAFC","fg":"#065F46","b":true,"al":"center"},{"c":"J16","v":"مردم البلدية المعتمد","bg":"#F8FAFC","fg":"#1E293B","al":"center"},{"c":"K16","v":14,"in":true,"bg":"#F8FAFC","al":"center"},{"c":"L16","v":"شاملاً رسوم المردم وتصاريح النقل","bg":"#F8FAFC","fg":"#1E293B"}]},{"r":17,"h":52.0,"cells":[{"c":"A17","v":7,"al":"center"},{"c":"B17","v":"EW-07","fg":"#1E3A8A","b":true,"al":"center"},{"c":"C17","v":"تسوية ودك قاع الحفر النهائي وضبط المناسيب بجهاز الميزان الليزري مع الاختبارات","fg":"#1E293B"},{"c":"D17","v":"م²","fg":"#1E293B","al":"center"},{"c":"E17","v":1680,"in":true,"b":true,"al":"center","nf":"#,##0.00"},{"c":"F17","v":8.5,"in":true,"al":"center","nf":"#,##0.00"},{"c":"G17","v":14280,"f":"=E17*F17","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"H17","v":0,"f":"=G17/$G$18","al":"center","nf":"0.00%"},{"c":"I17","v":"معتمد بالموقع","fg":"#065F46","b":true,"al":"center"},{"c":"J17","v":"قاع التأسيس العام","fg":"#1E293B","al":"center"},{"c":"K17","v":4,"in":true,"al":"center"},{"c":"L17","v":"اختبارات الكثافة الحقلية Sand Cone","fg":"#1E293B"}]},{"r":18,"h":42.0,"cells":[{"c":"A18","v":"إجمالي القيمة التقديرية للأعمال الترابية:","bg":"#FEF3C7","b":true,"cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"E18","v":"--","bg":"#FEF3C7","al":"center"},{"c":"F18","v":"--","bg":"#FEF3C7","al":"center"},{"c":"G18","v":535086.809987,"f":"=SUM(G11:G17)","bg":"#FEF3C7","fg":"#065F46","b":true,"al":"center","nf":"#,##0.00 \"ر.س\""},{"c":"H18","v":0,"f":"=SUM(H11:H17)","bg":"#FEF3C7","b":true,"al":"center","nf":"0.00%"},{"c":"I18","v":"--","bg":"#FEF3C7","al":"center"},{"c":"J18","v":"--","bg":"#FEF3C7","al":"center"},{"c":"K18","v":"--","bg":"#FEF3C7","al":"center"},{"c":"L18","v":"--","bg":"#FEF3C7","al":"center"}]},{"r":19,"h":28.0,"cells":[{"c":"A19","v":""},{"c":"B19","v":""},{"c":"C19","v":""},{"c":"D19","v":""},{"c":"E19","v":""},{"c":"F19","v":""},{"c":"G19","v":""},{"c":"H19","v":""},{"c":"I19","v":""},{"c":"J19","v":""},{"c":"K19","v":""},{"c":"L19","v":""}]},{"r":20,"h":34.0,"cells":[{"c":"A20","v":"مهندس المساحة والمكتب الفني","bg":"#F8FAFC","b":true,"al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"E20","v":"مدير إدارة المشروعات الإنشائية","bg":"#F8FAFC","b":true,"al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"I20","v":"استشاري ضبط الجودة والإشراف","bg":"#F8FAFC","b":true,"al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":21,"h":48.0,"cells":[{"c":"A21","v":"التوقيع: .......................................","fg":"#94A3B8","al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"E21","v":"التوقيع: .......................................","fg":"#94A3B8","al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"I21","v":"التوقيع: .......................................","fg":"#94A3B8","al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":22,"h":34.0,"cells":[{"c":"A22","v":"التاريخ: ...... / ...... / 2026 م","fg":"#64748B","al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"E22","v":"التاريخ: ...... / ...... / 2026 م","fg":"#64748B","al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"I22","v":"التاريخ: ...... / ...... / 2026 م","fg":"#64748B","al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true}]}]},{"name":"حصر كميات الحفر وميول الجوانب","maxRow":18,"maxCol":11,"colWidths":[6.0,38.0,16.0,16.0,16.0,16.0,20.0,16.0,16.0,26.0,28.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"دفتر حصر كميات الحفر الهندسي وميول الجوانب الآمنة (Excavation QTO with Side Slopes)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":11},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":56.0,"cells":[{"c":"A2","v":"تطبيق معادلة المخروط الناقص (Prismoidal Formula) لحساب الحفر بميول الجوانب (Slopes) ومساحات الحركة (Working Space) وفق اشتراطات كود OSHA و SBC","bg":"#0F172A","fg":"#94A3B8","al":"center","cs":11},{"skip":true},{"skip":true},{"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":""},{"c":"J3","v":""},{"c":"K3","v":""}]},{"r":4,"h":52.0,"cells":[{"c":"A4","v":"م","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B4","v":"بيان منطقة الحفر / العنصر","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C4","v":"الطول بالقاع L1 (م)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D4","v":"العرض بالقاع W1 (م)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E4","v":"عمق الحفر H (م)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F4","v":"نسبة الميل الرأسي z:1","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G4","v":"الحجم الإجمالي الصافي (م³)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"H4","v":"مساحة القاع A1 (م²)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"I4","v":"مساحة السطح A2 (م²)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"J4","v":"معادلة الحساب المطبقة","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"K4","v":"ملاحظات واشتراطات السلامة","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":5,"h":52.0,"cells":[{"c":"A5","v":1,"al":"center"},{"c":"B5","v":"حفر عام لبدروم البرج الرئيسي (Main Basement Pit)","b":true},{"c":"C5","v":42,"in":true,"al":"center","nf":"#,##0.00"},{"c":"D5","v":35,"in":true,"al":"center","nf":"#,##0.00"},{"c":"E5","v":4.2,"in":true,"al":"center","nf":"#,##0.00"},{"c":"F5","v":0.5,"in":true,"al":"center","nf":"0.00"},{"c":"G5","v":6877.836,"f":"=E5/6 * (H5 + I5 + 4 * ((C5+F5*E5) * (D5+F5*E5)))","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"H5","v":1470,"f":"=C5*D5","al":"center","nf":"#,##0.00"},{"c":"I5","v":1811.04,"f":"=(C5+2*F5*E5)*(D5+2*F5*E5)","al":"center","nf":"#,##0.00"},{"c":"J5","v":"Prismoidal H/6*(A1+A2+4Am)","fg":"#1E3A8A","b":true,"al":"center"},{"c":"K5","v":"حفر بميول 1:0.5 مع رفرفة 1.0م","fg":"#1E293B"}]},{"r":6,"h":52.0,"cells":[{"c":"A6","v":2,"bg":"#F8FAFC","al":"center"},{"c":"B6","v":"حفر بئر المصاعد وخزان المياه السفلي (Water Tank Pit)","bg":"#F8FAFC","b":true},{"c":"C6","v":12,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"D6","v":8,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"E6","v":1.8,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"F6","v":0.3,"in":true,"bg":"#F8FAFC","al":"center","nf":"0.00"},{"c":"G6","v":192.93984,"f":"=E6/6 * (H6 + I6 + 4 * ((C6+F6*E6) * (D6+F6*E6)))","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"H6","v":96,"f":"=C6*D6","bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"I6","v":118.7664,"f":"=(C6+2*F6*E6)*(D6+2*F6*E6)","bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"J6","v":"Prismoidal H/6*(A1+A2+4Am)","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center"},{"c":"K6","v":"حفر إضافي أسفل منسوب البدروم","bg":"#F8FAFC","fg":"#1E293B"}]},{"r":7,"h":36.0,"cells":[{"c":"A7","v":3,"al":"center"},{"c":"B7","v":"حفر مسار بيارات الصرف وغرف التفتيش الخارجية","b":true},{"c":"C7","v":28,"in":true,"al":"center","nf":"#,##0.00"},{"c":"D7","v":3.5,"in":true,"al":"center","nf":"#,##0.00"},{"c":"E7","v":2.5,"in":true,"al":"center","nf":"#,##0.00"},{"c":"F7","v":0.5,"in":true,"al":"center","nf":"0.00"},{"c":"G7","v":348.645833,"f":"=E7/6 * (H7 + I7 + 4 * ((C7+F7*E7) * (D7+F7*E7)))","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"H7","v":98,"f":"=C7*D7","al":"center","nf":"#,##0.00"},{"c":"I7","v":183,"f":"=(C7+2*F7*E7)*(D7+2*F7*E7)","al":"center","nf":"#,##0.00"},{"c":"J7","v":"Prismoidal H/6*(A1+A2+4Am)","fg":"#1E3A8A","b":true,"al":"center"},{"c":"K7","v":"خنادق تمديدات البنية التحتية","fg":"#1E293B"}]},{"r":8,"h":36.0,"cells":[{"c":"A8","v":4,"bg":"#F8FAFC","al":"center"},{"c":"B8","v":"حفر رامب مدخل السيارات وميول النزول للبدروم","bg":"#F8FAFC","b":true},{"c":"C8","v":30,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"D8","v":6,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"E8","v":2.1,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"F8","v":0.5,"in":true,"bg":"#F8FAFC","al":"center","nf":"0.00"},{"c":"G8","v":460.467,"f":"=E8/6 * (H8 + I8 + 4 * ((C8+F8*E8) * (D8+F8*E8)))","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"H8","v":180,"f":"=C8*D8","bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"I8","v":260.01,"f":"=(C8+2*F8*E8)*(D8+2*F8*E8)","bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"J8","v":"Prismoidal H/6*(A1+A2+4Am)","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center"},{"c":"K8","v":"حفر متدرج الميول للرامب","bg":"#F8FAFC","fg":"#1E293B"}]},{"r":9,"h":36.0,"cells":[{"c":"A9","v":5,"al":"center"},{"c":"B9","v":"حفر قواعد السور الخارجي وغرفة الحراسة والمحول","b":true},{"c":"C9","v":140,"in":true,"al":"center","nf":"#,##0.00"},{"c":"D9","v":1.8,"in":true,"al":"center","nf":"#,##0.00"},{"c":"E9","v":1.4,"in":true,"al":"center","nf":"#,##0.00"},{"c":"F9","v":0,"in":true,"al":"center","nf":"0.00"},{"c":"G9","v":352.8,"f":"=E9/6 * (H9 + I9 + 4 * ((C9+F9*E9) * (D9+F9*E9)))","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"H9","v":252,"f":"=C9*D9","al":"center","nf":"#,##0.00"},{"c":"I9","v":252,"f":"=(C9+2*F9*E9)*(D9+2*F9*E9)","al":"center","nf":"#,##0.00"},{"c":"J9","v":"Prismoidal H/6*(A1+A2+4Am)","fg":"#1E3A8A","b":true,"al":"center"},{"c":"K9","v":"حفر رأسي مباشر لضحالة العمق","fg":"#1E293B"}]},{"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":""},{"c":"J10","v":""},{"c":"K10","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":""},{"c":"J11","v":""},{"c":"K11","v":""}]},{"r":12,"h":28.0,"cells":[{"c":"A12","v":""},{"c":"B12","v":""},{"c":"C12","v":""},{"c":"D12","v":""},{"c":"E12","v":""},{"c":"F12","v":""},{"c":"G12","v":""},{"c":"H12","v":""},{"c":"I12","v":""},{"c":"J12","v":""},{"c":"K12","v":""}]},{"r":13,"h":28.0,"cells":[{"c":"A13","v":""},{"c":"B13","v":""},{"c":"C13","v":""},{"c":"D13","v":""},{"c":"E13","v":""},{"c":"F13","v":""},{"c":"G13","v":""},{"c":"H13","v":""},{"c":"I13","v":""},{"c":"J13","v":""},{"c":"K13","v":""}]},{"r":14,"h":28.0,"cells":[{"c":"A14","v":""},{"c":"B14","v":""},{"c":"C14","v":""},{"c":"D14","v":""},{"c":"E14","v":""},{"c":"F14","v":""},{"c":"G14","v":""},{"c":"H14","v":""},{"c":"I14","v":""},{"c":"J14","v":""},{"c":"K14","v":""}]},{"r":15,"h":28.0,"cells":[{"c":"A15","v":""},{"c":"B15","v":""},{"c":"C15","v":""},{"c":"D15","v":""},{"c":"E15","v":""},{"c":"F15","v":""},{"c":"G15","v":""},{"c":"H15","v":""},{"c":"I15","v":""},{"c":"J15","v":""},{"c":"K15","v":""}]},{"r":16,"h":28.0,"cells":[{"c":"A16","v":""},{"c":"B16","v":""},{"c":"C16","v":""},{"c":"D16","v":""},{"c":"E16","v":""},{"c":"F16","v":""},{"c":"G16","v":""},{"c":"H16","v":""},{"c":"I16","v":""},{"c":"J16","v":""},{"c":"K16","v":""}]},{"r":17,"h":28.0,"cells":[{"c":"A17","v":""},{"c":"B17","v":""},{"c":"C17","v":""},{"c":"D17","v":""},{"c":"E17","v":""},{"c":"F17","v":""},{"c":"G17","v":""},{"c":"H17","v":""},{"c":"I17","v":""},{"c":"J17","v":""},{"c":"K17","v":""}]},{"r":18,"h":42.0,"cells":[{"c":"A18","v":"إجمالي مكعبات الحفر الهندسي الصافي بالمشروع (م³):","bg":"#FEF3C7","b":true,"cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"G18","v":8232.688673,"f":"=SUM(G5:G9)","bg":"#FEF3C7","b":true,"al":"center","nf":"#,##0.00"},{"c":"H18","v":2096,"f":"=SUM(H5:H9)","bg":"#FEF3C7","b":true,"al":"center","nf":"#,##0.00"},{"c":"I18","v":2624.8164,"f":"=SUM(I5:I9)","bg":"#FEF3C7","b":true,"al":"center","nf":"#,##0.00"},{"c":"J18","v":"--","bg":"#FEF3C7","al":"center"},{"c":"K18","v":"منقول تلقائياً للوحة الملخص","bg":"#FEF3C7","b":true,"al":"center"}]}]},{"name":"حصر طبقات الإحلال والرمل المدم","maxRow":14,"maxCol":11,"colWidths":[6.0,38.0,16.0,18.0,20.0,16.0,22.0,20.0,18.0,24.0,26.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"حصر كميات طبقات الإحلال والرمل المدموك واختبارات الكثافة (Subgrade Soil Replacement QTO)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":11},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":56.0,"cells":[{"c":"A2","v":"حساب كميات الرمل والسن المتدرج بنسب الخلط والدمك الموقعي وتحديد عدد اختبارات سند كون (Sand Cone Tests) المعتمدة","bg":"#0F172A","fg":"#94A3B8","al":"center","cs":11},{"skip":true},{"skip":true},{"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":""},{"c":"J3","v":""},{"c":"K3","v":""}]},{"r":4,"h":52.0,"cells":[{"c":"A4","v":"م","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B4","v":"رقم الطبقة ونوع مادة الإحلال","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C4","v":"المساحة A (م²)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D4","v":"سمك الطبقة المدموكة t (م)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E4","v":"الحجم المدموك الصافي (م³)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F4","v":"معامل الدمك الموقعي","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G4","v":"حجم التوريد السائب المطلوب (م³)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"H4","v":"عدد اختبارات الكثافة المطلوبة","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"I4","v":"نسبة الدمك المستهدفة %","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"J4","v":"معيار القبول الفني","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"K4","v":"ملاحظات فنية للموقع","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":5,"h":52.0,"cells":[{"c":"A5","v":1,"al":"center"},{"c":"B5","v":"الطبقة الأولى: سن متدرج مقاس 1-2 سم (Gravel Layer 1)","b":true},{"c":"C5","v":1470,"in":true,"al":"center","nf":"#,##0.00"},{"c":"D5","v":0.25,"in":true,"al":"center","nf":"0.00"},{"c":"E5","v":367.5,"f":"=C5*D5","b":true,"al":"center","nf":"#,##0.00"},{"c":"F5","v":1.2,"in":true,"al":"center","nf":"0.00"},{"c":"G5","v":441,"f":"=E5*F5","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"H5","v":2,"f":"=ROUNDUP(E5/250, 0)","al":"center","nf":"#,##0"},{"c":"I5","v":0.98,"in":true,"b":true,"al":"center","nf":"0.0%"},{"c":"J5","v":"ASTM D1557 بروكتور معدل","fg":"#1E3A8A","b":true,"al":"center"},{"c":"K5","v":"دمك بالهراس 15 طن مع الرش","fg":"#1E293B"}]},{"r":6,"h":52.0,"cells":[{"c":"A6","v":2,"bg":"#F8FAFC","al":"center"},{"c":"B6","v":"الطبقة الثانية: سن متدرج مقاس 1-2 سم (Gravel Layer 2)","bg":"#F8FAFC","b":true},{"c":"C6","v":1470,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"D6","v":0.25,"in":true,"bg":"#F8FAFC","al":"center","nf":"0.00"},{"c":"E6","v":367.5,"f":"=C6*D6","bg":"#F8FAFC","b":true,"al":"center","nf":"#,##0.00"},{"c":"F6","v":1.2,"in":true,"bg":"#F8FAFC","al":"center","nf":"0.00"},{"c":"G6","v":441,"f":"=E6*F6","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"H6","v":2,"f":"=ROUNDUP(E6/250, 0)","bg":"#F8FAFC","al":"center","nf":"#,##0"},{"c":"I6","v":0.98,"in":true,"bg":"#F8FAFC","b":true,"al":"center","nf":"0.0%"},{"c":"J6","v":"ASTM D1557 بروكتور معدل","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center"},{"c":"K6","v":"اختبار مخروط الرمل كل 250 م³","bg":"#F8FAFC","fg":"#1E293B"}]},{"r":7,"h":52.0,"cells":[{"c":"A7","v":3,"al":"center"},{"c":"B7","v":"الطبقة الثالثة: رمل حرش نظيف مغسول ومغربل (Sand Bedding)","b":true},{"c":"C7","v":1470,"in":true,"al":"center","nf":"#,##0.00"},{"c":"D7","v":0.2,"in":true,"al":"center","nf":"0.00"},{"c":"E7","v":294,"f":"=C7*D7","b":true,"al":"center","nf":"#,##0.00"},{"c":"F7","v":1.15,"in":true,"al":"center","nf":"0.00"},{"c":"G7","v":338.1,"f":"=E7*F7","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"H7","v":2,"f":"=ROUNDUP(E7/250, 0)","al":"center","nf":"#,##0"},{"c":"I7","v":0.95,"in":true,"b":true,"al":"center","nf":"0.0%"},{"c":"J7","v":"ASTM D1557 بروكتور معدل","fg":"#1E3A8A","b":true,"al":"center"},{"c":"K7","v":"تسوية قاع الأساسات وضبط المناسيب","fg":"#1E293B"}]},{"r":8,"h":28.0,"cells":[{"c":"A8","v":""},{"c":"B8","v":""},{"c":"C8","v":""},{"c":"D8","v":""},{"c":"E8","v":""},{"c":"F8","v":""},{"c":"G8","v":""},{"c":"H8","v":""},{"c":"I8","v":""},{"c":"J8","v":""},{"c":"K8","v":""}]},{"r":9,"h":28.0,"cells":[{"c":"A9","v":""},{"c":"B9","v":""},{"c":"C9","v":""},{"c":"D9","v":""},{"c":"E9","v":""},{"c":"F9","v":""},{"c":"G9","v":""},{"c":"H9","v":""},{"c":"I9","v":""},{"c":"J9","v":""},{"c":"K9","v":""}]},{"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":""},{"c":"J10","v":""},{"c":"K10","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":""},{"c":"J11","v":""},{"c":"K11","v":""}]},{"r":12,"h":28.0,"cells":[{"c":"A12","v":""},{"c":"B12","v":""},{"c":"C12","v":""},{"c":"D12","v":""},{"c":"E12","v":""},{"c":"F12","v":""},{"c":"G12","v":""},{"c":"H12","v":""},{"c":"I12","v":""},{"c":"J12","v":""},{"c":"K12","v":""}]},{"r":13,"h":28.0,"cells":[{"c":"A13","v":""},{"c":"B13","v":""},{"c":"C13","v":""},{"c":"D13","v":""},{"c":"E13","v":""},{"c":"F13","v":""},{"c":"G13","v":""},{"c":"H13","v":""},{"c":"I13","v":""},{"c":"J13","v":""},{"c":"K13","v":""}]},{"r":14,"h":42.0,"cells":[{"c":"A14","v":"إجمالي كميات طبقات الإحلال والتوريد المطلوبة:","bg":"#FEF3C7","b":true,"cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"E14","v":1029,"f":"=SUM(E5:E7)","bg":"#FEF3C7","b":true,"al":"center","nf":"#,##0.00"},{"c":"F14","v":"--","bg":"#FEF3C7","al":"center"},{"c":"G14","v":1220.1,"f":"=SUM(G5:G7)","bg":"#FEF3C7","fg":"#065F46","b":true,"al":"center","nf":"#,##0.00"},{"c":"H14","v":6,"f":"=SUM(H5:H7)","bg":"#FEF3C7","b":true,"al":"center","nf":"#,##0"},{"c":"I14","v":"--","bg":"#FEF3C7","al":"center"},{"c":"J14","v":"--","bg":"#FEF3C7","al":"center"},{"c":"K14","v":"--","bg":"#FEF3C7","al":"center"}]}]},{"name":"حصر الردم وخصم الخرسانات","maxRow":18,"maxCol":11,"colWidths":[6.0,42.0,10.0,14.0,14.0,14.0,20.0,20.0,20.0,14.0,26.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"حصر صافي الردم الهندسي وخصم مكعبات الخرسانات المدفونة (Net Backfilling & Concrete Deductions)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":11},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":56.0,"cells":[{"c":"A2","v":"معادلة الردم الصافي: حجم حفر الجورة الإجمالي - (خرسانة عادية + قواعد مسلحة + ميدات وشدادات + رقاب أعمدة) = صافي الردم المطلوب توريده","bg":"#0F172A","fg":"#94A3B8","al":"center","cs":11},{"skip":true},{"skip":true},{"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":""},{"c":"J3","v":""},{"c":"K3","v":""}]},{"r":4,"h":40.0,"cells":[{"c":"A4","v":"م","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B4","v":"العنصر الخرساني المدفون المطلوب خصمه","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C4","v":"العدد N","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D4","v":"الطول L (م)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E4","v":"العرض B (م)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F4","v":"الارتفاع H (م)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G4","v":"الحجم الإجمالي للخصم (م³)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"H4","v":"صافي الردم المتبقي (م³)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"I4","v":"طريقة الخصم بالكود","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"J4","v":"رتبة الخرسانة","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"K4","v":"ملاحظات هندسية","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":5,"h":36.0,"cells":[{"c":"A5","v":1,"al":"center"},{"c":"B5","v":"خرسانة عادية فرشة أسفل القواعد والأساسات (P.C.)","b":true},{"c":"C5","v":1,"in":true,"al":"center","nf":"#,##0"},{"c":"D5","v":42,"in":true,"al":"center","nf":"#,##0.00"},{"c":"E5","v":35,"in":true,"al":"center","nf":"#,##0.00"},{"c":"F5","v":0.1,"in":true,"al":"center","nf":"#,##0.00"},{"c":"G5","v":147,"f":"=C5*D5*E5*F5","fg":"#B91C1C","b":true,"al":"center","nf":"#,##0.00"},{"c":"H5","v":"--","al":"center"},{"c":"I5","v":"خصم كامل مسطح الفرشة","fg":"#1E293B","al":"center"},{"c":"J5","v":"C20 SRC","fg":"#1E3A8A","b":true,"al":"center"},{"c":"K5","v":"فرشة نظافة سمك 10 سم","fg":"#1E293B"}]},{"r":6,"h":36.0,"cells":[{"c":"A6","v":2,"bg":"#F8FAFC","al":"center"},{"c":"B6","v":"قواعد خرسانية مسلحة منفصلة ومشتركة (R.C. Footings)","bg":"#F8FAFC","b":true},{"c":"C6","v":32,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0"},{"c":"D6","v":2.8,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"E6","v":2.5,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"F6","v":0.7,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"G6","v":156.8,"f":"=C6*D6*E6*F6","bg":"#F8FAFC","fg":"#B91C1C","b":true,"al":"center","nf":"#,##0.00"},{"c":"H6","v":"--","bg":"#F8FAFC","al":"center"},{"c":"I6","v":"خصم حجم القواعد الإجمالي","bg":"#F8FAFC","fg":"#1E293B","al":"center"},{"c":"J6","v":"C35 SRC","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center"},{"c":"K6","v":"متوسط قطاع 2.8×2.5×0.7م","bg":"#F8FAFC","fg":"#1E293B"}]},{"r":7,"h":36.0,"cells":[{"c":"A7","v":3,"al":"center"},{"c":"B7","v":"ميدات وشدادات وسملات ربط خرسانية مسلحة (Tie Beams)","b":true},{"c":"C7","v":48,"in":true,"al":"center","nf":"#,##0"},{"c":"D7","v":5.5,"in":true,"al":"center","nf":"#,##0.00"},{"c":"E7","v":0.4,"in":true,"al":"center","nf":"#,##0.00"},{"c":"F7","v":0.6,"in":true,"al":"center","nf":"#,##0.00"},{"c":"G7","v":63.36,"f":"=C7*D7*E7*F7","fg":"#B91C1C","b":true,"al":"center","nf":"#,##0.00"},{"c":"H7","v":"--","al":"center"},{"c":"I7","v":"خصم أطوال الميدات الصافية","fg":"#1E293B","al":"center"},{"c":"J7","v":"C35 SRC","fg":"#1E3A8A","b":true,"al":"center"},{"c":"K7","v":"قطاع ميدات 40×60 سم","fg":"#1E293B"}]},{"r":8,"h":52.0,"cells":[{"c":"A8","v":4,"bg":"#F8FAFC","al":"center"},{"c":"B8","v":"رقاب أعمدة خرسانية مسلحة حتى منسوب الردم (Column Necks)","bg":"#F8FAFC","b":true},{"c":"C8","v":32,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0"},{"c":"D8","v":0.6,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"E8","v":0.4,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"F8","v":1.8,"in":true,"bg":"#F8FAFC","al":"center","nf":"#,##0.00"},{"c":"G8","v":13.824,"f":"=C8*D8*E8*F8","bg":"#F8FAFC","fg":"#B91C1C","b":true,"al":"center","nf":"#,##0.00"},{"c":"H8","v":"--","bg":"#F8FAFC","al":"center"},{"c":"I8","v":"خصم ارتفاع الرقاب المدفون","bg":"#F8FAFC","fg":"#1E293B","al":"center"},{"c":"J8","v":"C40 SRC","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center"},{"c":"K8","v":"ارتفاع الرقبة 1.80م للميدات","bg":"#F8FAFC","fg":"#1E293B"}]},{"r":9,"h":52.0,"cells":[{"c":"A9","v":5,"al":"center"},{"c":"B9","v":"حائط ساند خرساني مسلح للمحيط الخارجي (Retaining Wall)","b":true},{"c":"C9","v":2,"in":true,"al":"center","nf":"#,##0"},{"c":"D9","v":42,"in":true,"al":"center","nf":"#,##0.00"},{"c":"E9","v":0.3,"in":true,"al":"center","nf":"#,##0.00"},{"c":"F9","v":2.2,"in":true,"al":"center","nf":"#,##0.00"},{"c":"G9","v":55.44,"f":"=C9*D9*E9*F9","fg":"#B91C1C","b":true,"al":"center","nf":"#,##0.00"},{"c":"H9","v":"--","al":"center"},{"c":"I9","v":"خصم الجدار الخرساني","fg":"#1E293B","al":"center"},{"c":"J9","v":"C35 SRC","fg":"#1E3A8A","b":true,"al":"center"},{"c":"K9","v":"سماكة 30 سم للمحيط","fg":"#1E293B"}]},{"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":""},{"c":"J10","v":""},{"c":"K10","v":""}]},{"r":11,"h":38.0,"cells":[{"c":"A11","v":"إجمالي حجم الخرسانات المدفونة المطلوب خصمها (م³):","bg":"#F8FAFC","b":true,"cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"G11","v":436.424,"f":"=SUM(G5:G9)","bg":"#F8FAFC","fg":"#B91C1C","b":true,"al":"center","nf":"#,##0.00"},{"c":"H11","v":"--","bg":"#F8FAFC","al":"center"},{"c":"I11","v":"--","bg":"#F8FAFC","al":"center"},{"c":"J11","v":"--","bg":"#F8FAFC","al":"center"},{"c":"K11","v":"--","bg":"#F8FAFC","al":"center"}]},{"r":12,"h":28.0,"cells":[{"c":"A12","v":""},{"c":"B12","v":""},{"c":"C12","v":""},{"c":"D12","v":""},{"c":"E12","v":""},{"c":"F12","v":""},{"c":"G12","v":""},{"c":"H12","v":""},{"c":"I12","v":""},{"c":"J12","v":""},{"c":"K12","v":""}]},{"r":13,"h":28.0,"cells":[{"c":"A13","v":""},{"c":"B13","v":""},{"c":"C13","v":""},{"c":"D13","v":""},{"c":"E13","v":""},{"c":"F13","v":""},{"c":"G13","v":""},{"c":"H13","v":""},{"c":"I13","v":""},{"c":"J13","v":""},{"c":"K13","v":""}]},{"r":14,"h":28.0,"cells":[{"c":"A14","v":""},{"c":"B14","v":""},{"c":"C14","v":""},{"c":"D14","v":""},{"c":"E14","v":""},{"c":"F14","v":""},{"c":"G14","v":""},{"c":"H14","v":""},{"c":"I14","v":""},{"c":"J14","v":""},{"c":"K14","v":""}]},{"r":15,"h":28.0,"cells":[{"c":"A15","v":""},{"c":"B15","v":""},{"c":"C15","v":""},{"c":"D15","v":""},{"c":"E15","v":""},{"c":"F15","v":""},{"c":"G15","v":""},{"c":"H15","v":""},{"c":"I15","v":""},{"c":"J15","v":""},{"c":"K15","v":""}]},{"r":16,"h":28.0,"cells":[{"c":"A16","v":""},{"c":"B16","v":""},{"c":"C16","v":""},{"c":"D16","v":""},{"c":"E16","v":""},{"c":"F16","v":""},{"c":"G16","v":""},{"c":"H16","v":""},{"c":"I16","v":""},{"c":"J16","v":""},{"c":"K16","v":""}]},{"r":17,"h":28.0,"cells":[{"c":"A17","v":""},{"c":"B17","v":""},{"c":"C17","v":""},{"c":"D17","v":""},{"c":"E17","v":""},{"c":"F17","v":""},{"c":"G17","v":""},{"c":"H17","v":""},{"c":"I17","v":""},{"c":"J17","v":""},{"c":"K17","v":""}]},{"r":18,"h":52.0,"cells":[{"c":"A18","v":"صافي حجم الردم المطلوب حول القواعد (حجم الحفر العام - إجمالي الخرسانات):","bg":"#FEF3C7","b":true,"cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"G18","v":"--","bg":"#FEF3C7","al":"center"},{"c":"H18","v":6576.164673,"f":"='حصر كميات الحفر وميول الجوانب'!G18 - G11 - 'حصر طبقات الإحلال والرمل المدم'!G14","bg":"#FEF3C7","fg":"#065F46","b":true,"al":"center","nf":"#,##0.00"},{"c":"I18","v":"منقول للوحة التحكم","bg":"#FEF3C7","b":true,"al":"center"},{"c":"J18","v":"منقول للوحة التحكم","bg":"#FEF3C7","b":true,"al":"center"},{"c":"K18","v":"منقول للوحة التحكم","bg":"#FEF3C7","b":true,"al":"center"}]}]},{"name":"حساب الشاحنات ومعامل الانتفاش","maxRow":17,"maxCol":8,"colWidths":[6.0,34.0,22.0,20.0,22.0,24.0,24.0,26.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"حساب معاملات الانتفاش وحركة الشاحنات والترحيل للمقالب العمومية (Soil Bulking & Hauling Logistics)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":8},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":56.0,"cells":[{"c":"A2","v":"تحويل الحجم الثابت في الموقع (Bank Volume) إلى حجم مفكك بالانتفاش (Loose Volume) وتحديد عدد رحلات القلابات وتكلفة النقل","bg":"#0F172A","fg":"#94A3B8","al":"center","cs":8},{"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":""}]},{"r":4,"h":38.0,"cells":[{"c":"A4","v":"أولاً: معاملات الانتفاش المعيارية حسب نوع التربة وفق معايير هندسة التربة والمقاولات","bg":"#44403C","fg":"#FFFFFF","b":true,"cs":8},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":5,"h":52.0,"cells":[{"c":"A5","v":"م","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B5","v":"نوع التربة المستخرجة","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C5","v":"معامل الانتفاش Swell Factor","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D5","v":"نسبة الزيادة الحجمية %","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E5","v":"الكثافة الجافة الثابتة (طن/م³)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F5","v":"الكثافة المفككة بالشاحنة (طن/م³)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G5","v":"معامل الانكماش بالدمك Shrinkage","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"H5","v":"التصنيف الجيوتقني المعتمد","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":6,"h":35.0,"cells":[{"c":"A6","v":1,"al":"center"},{"c":"B6","v":"تربة رملية نظيفة جافة (Sand)","fg":"#1E293B"},{"c":"C6","v":1.15,"in":true,"b":true,"al":"center","nf":"0.00"},{"c":"D6","v":0.15,"in":true,"al":"center","nf":"0.0%"},{"c":"E6","v":1.65,"in":true,"al":"center","nf":"0.00"},{"c":"F6","v":1.43,"in":true,"al":"center","nf":"0.00"},{"c":"G6","v":0.9,"in":true,"al":"center","nf":"0.00"},{"c":"H6","v":"SW / SP - ASTM D2487","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":7,"h":52.0,"cells":[{"c":"A7","v":2,"bg":"#F8FAFC","al":"center"},{"c":"B7","v":"تربة رملية طينية متماسكة (Sandy Clay - تربة المشروع)","bg":"#FEF3C7","b":true},{"c":"C7","v":1.25,"in":true,"bg":"#FEF3C7","fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"},{"c":"D7","v":0.25,"in":true,"bg":"#FEF3C7","al":"center","nf":"0.0%"},{"c":"E7","v":1.8,"in":true,"bg":"#FEF3C7","al":"center","nf":"0.00"},{"c":"F7","v":1.44,"in":true,"bg":"#FEF3C7","al":"center","nf":"0.00"},{"c":"G7","v":0.85,"in":true,"bg":"#FEF3C7","al":"center","nf":"0.00"},{"c":"H7","v":"SC / CL - ASTM D2487","bg":"#FEF3C7","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":8,"h":52.0,"cells":[{"c":"A8","v":3,"al":"center"},{"c":"B8","v":"تربة طينية متماسكة عالية اللدونة (Heavy Clay)","fg":"#1E293B"},{"c":"C8","v":1.35,"in":true,"b":true,"al":"center","nf":"0.00"},{"c":"D8","v":0.35,"in":true,"al":"center","nf":"0.0%"},{"c":"E8","v":1.9,"in":true,"al":"center","nf":"0.00"},{"c":"F8","v":1.41,"in":true,"al":"center","nf":"0.00"},{"c":"G8","v":0.8,"in":true,"al":"center","nf":"0.00"},{"c":"H8","v":"CH - ASTM D2487","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":9,"h":52.0,"cells":[{"c":"A9","v":4,"bg":"#F8FAFC","al":"center"},{"c":"B9","v":"تربة صخرية مفككة بالتفجير أو الجاك هامر (Blasted Rock)","bg":"#F8FAFC","fg":"#1E293B"},{"c":"C9","v":1.5,"in":true,"bg":"#F8FAFC","b":true,"al":"center","nf":"0.00"},{"c":"D9","v":0.5,"in":true,"bg":"#F8FAFC","al":"center","nf":"0.0%"},{"c":"E9","v":2.4,"in":true,"bg":"#F8FAFC","al":"center","nf":"0.00"},{"c":"F9","v":1.6,"in":true,"bg":"#F8FAFC","al":"center","nf":"0.00"},{"c":"G9","v":1.25,"in":true,"bg":"#F8FAFC","al":"center","nf":"0.00"},{"c":"H9","v":"Rock Mass Rating RMR","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":10,"h":38.0,"cells":[{"c":"A10","v":"ثانياً: حسابات الشاحنات والقلابات ونقل المخلفات للمقالب الرسمية","bg":"#92400E","fg":"#FFFFFF","b":true,"cs":8},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":11,"h":35.0,"cells":[{"c":"A11","v":"إجمالي حجم ناتج الحفر الأصلي في الموقع (Bank Volume)","fg":"#1E293B","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F11","v":8232.688673,"f":"='حصر كميات الحفر وميول الجوانب'!G18","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"G11","v":"م³ ثابت","b":true,"al":"center"},{"c":"H11","v":"الحجم الهندسي المستخرج من الموقع","fg":"#475569"}]},{"r":12,"h":52.0,"cells":[{"c":"A12","v":"معامل الانتفاش المعتمد للتربة (Swell Factor)","fg":"#1E293B","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F12","v":1.25,"f":"=C7","fg":"#1E3A8A","b":true,"al":"center","nf":"0.00"},{"c":"G12","v":"معامل","b":true,"al":"center"},{"c":"H12","v":"مأخوذ من تربة المشروع (بند 2 أعلاه)","fg":"#475569"}]},{"r":13,"h":52.0,"cells":[{"c":"A13","v":"إجمالي الحجم المفكك الواجب نقله بالقلابات (Loose Volume)","bg":"#FEF3C7","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F13","v":10290.860841,"f":"=F11*F12","bg":"#FEF3C7","fg":"#92400E","b":true,"al":"center","nf":"#,##0.00"},{"c":"G13","v":"م³ مفكك","bg":"#FEF3C7","b":true,"al":"center"},{"c":"H13","v":"الحجم الفعلي المحمل فوق صناديق الشاحنات","bg":"#FEF3C7","fg":"#475569"}]},{"r":14,"h":52.0,"cells":[{"c":"A14","v":"سعة صندوق القلاب المعتمد للنقل (Truck Capacity)","fg":"#1E293B","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F14","v":16,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0"},{"c":"G14","v":"م³ / نقلة","b":true,"al":"center"},{"c":"H14","v":"قلاب قياسي 3 محاور سعة 16 متر مكعب","fg":"#475569"}]},{"r":15,"h":35.0,"cells":[{"c":"A15","v":"عدد النقلات المطلوبة لترحيل المخلفات (Number of Trips)","bg":"#FEF3C7","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F15","v":644,"f":"=ROUNDUP(F13/F14, 0)","bg":"#FEF3C7","fg":"#92400E","b":true,"al":"center","nf":"#,##0"},{"c":"G15","v":"نقلة / رد","bg":"#FEF3C7","b":true,"al":"center"},{"c":"H15","v":"مقربة للأعلى بالكامل","bg":"#FEF3C7","fg":"#475569"}]},{"r":16,"h":52.0,"cells":[{"c":"A16","v":"تكلفة النقل والتفريغ بالمردم العمومي للرد الواحد","fg":"#1E293B","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F16","v":140,"in":true,"fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"G16","v":"ر.س / رد","b":true,"al":"center"},{"c":"H16","v":"شاملة أجرة القلاب + رسوم المردم المعتمد","fg":"#475569"}]},{"r":17,"h":52.0,"cells":[{"c":"A17","v":"إجمالي تكلفة ترحيل المخلفات بالكامل للمقالب","bg":"#FEF3C7","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F17","v":90160,"f":"=F15*F16","bg":"#FEF3C7","fg":"#92400E","b":true,"al":"center","nf":"#,##0.00"},{"c":"G17","v":"ر.س","bg":"#FEF3C7","b":true,"al":"center"},{"c":"H17","v":"منقولة للوحة التحكم ومقايسة المشروع","bg":"#FEF3C7","fg":"#475569"}]}]}]}