excavation computation.xlsx

93
KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC ) BUILDING # : MC 04 SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING Date: 5/5/2014 Length Width Vol. of footing Vol. of Pedestal and Bliding Vol. of Blinding Quantity To footings F blinding - 1000x1000x100 FP10 F_1 1.00 1.00 2169.43 2166.98 2.29 2.29 0.256 0.17 0.10 1.77 0.15 FP13 F_2 1.00 1.00 2169.43 2166.90 2.38 2.38 0.256 0.18 0.10 1.84 0.15 FP14 F_3 1.00 1.00 2169.35 2167.28 1.92 1.92 0.256 0.14 0.10 1.43 0.15 FP15 F_4 1.00 1.00 2169.35 2166.61 2.59 2.59 0.256 0.20 0.10 2.04 0.15 FP16 F_5 1.00 1.00 2169.35 2167.30 1.90 1.90 0.256 0.13 0.10 1.41 0.15 FP17 F_6 1.00 1.00 2169.43 2166.29 2.99 2.99 0.256 0.23 0.10 2.40 0.15 FP18 F_7 1.00 1.00 2169.43 2167.28 2.00 2.00 0.256 0.14 0.10 1.50 0.15 FP26 F_8 1.00 1.00 2169.35 2167.71 1.49 1.49 0.256 0.10 0.10 1.04 0.15 FP25 F_9 1.00 1.00 2169.28 2166.90 2.23 2.23 0.256 0.16 0.10 1.71 0.15 FP29 F_10 1.00 1.00 2169.28 2166.90 2.23 2.23 0.256 0.16 0.10 1.71 0.15 FP30 F_11 1.00 1.00 2169.28 2166.61 2.52 2.52 0.256 0.19 0.10 1.97 0.15 FP31 F_12 1.00 1.00 2169.28 2166.90 2.23 2.23 0.256 0.16 0.10 1.71 0.15 FP40 F_13 1.00 1.00 2169.28 2166.75 2.38 2.38 0.256 0.18 0.10 1.84 0.15 FP41 F_14 1.00 1.00 2169.28 2167.57 1.55 1.55 0.256 0.10 0.10 1.09 0.15 FP42 F_15 1.00 1.00 2169.28 2167.57 1.55 1.55 0.256 0.10 0.10 1.09 0.15 FP43 F_16 1.00 1.00 2169.28 2167.43 1.69 1.69 0.256 0.12 0.10 1.22 0.15 FP52 F_17 1.00 1.00 2170.48 2168.07 2.26 2.26 0.256 0.17 0.10 1.74 0.15 FP53 F_18 1.00 1.00 2170.48 2168.48 1.85 1.85 0.256 0.13 0.10 1.36 0.15 FP54 F_19 1.00 1.00 2170.48 2168.48 1.85 1.85 0.256 0.13 0.10 1.36 0.15 FP55 F_20 1.00 1.00 2170.48 2168.68 1.65 1.65 0.256 0.11 0.10 1.18 0.15 FP56 F_21 1.00 1.00 2170.48 2168.55 1.77 1.77 0.256 0.12 0.10 1.29 0.15 FP57 F_22 1.00 1.00 2170.48 2168.55 1.77 1.77 0.256 0.12 0.10 1.29 0.15 FP65 F_23 1.00 1.00 2170.18 2171.80 -1.78 -1.78 0.256 -0.20 0.10 -1.94 0.15 FP66 F_24 1.00 1.00 2170.03 2168.03 1.85 1.85 0.256 0.13 0.10 1.36 0.15 FP67 F_25 1.00 1.00 2170.03 2167.04 2.83 2.83 0.256 0.22 0.10 2.26 0.15 FP68 F_26 1.00 1.00 2170.03 2167.20 2.67 2.67 0.256 0.20 0.10 2.11 0.15 FP69 F_27 1.00 1.00 2170.03 2167.20 2.67 2.67 0.256 0.20 0.10 2.11 0.15 FP77 F_28 1.00 1.00 2170.18 2168.63 1.39 1.39 0.256 0.09 0.10 0.95 0.15 FP94 F_29 1.00 1.00 2170.93 2168.61 2.17 2.17 0.256 0.16 0.10 1.65 0.15 FP96 F_30 1.00 1.00 2170.78 2168.78 1.85 1.85 0.256 0.13 0.10 1.36 0.15 FP97 F_31 1.00 1.00 2170.78 2168.78 1.85 1.85 0.256 0.13 0.10 1.36 0.15 FP98 F_32 1.00 1.00 2170.78 2168.78 1.85 1.85 0.256 0.13 0.10 1.36 0.15 FP99 F_33 1.00 1.00 2170.78 2168.78 1.85 1.85 0.256 0.13 0.10 1.36 0.15 FP107 F_34 1.00 1.00 2170.85 2168.78 1.92 1.92 0.256 0.14 0.10 1.43 0.15 FP108 F_35 1.00 1.00 2170.85 2168.78 1.92 1.92 0.256 0.14 0.10 1.43 0.15 FP109 F_36 1.00 1.00 2170.85 2168.78 1.92 1.92 0.256 0.14 0.10 1.43 0.15 FP110 F_37 1.00 1.00 2170.85 2168.78 1.92 1.92 0.256 0.14 0.10 1.43 0.15 FP111 F_38 1.00 1.00 2170.93 2168.78 2.00 2.00 0.256 0.14 0.10 1.50 0.15 FP112 F_39 1.00 1.00 2170.93 2168.78 2.00 2.00 0.256 0.14 0.10 1.50 0.15 FP64 F_40 1.00 1.00 2169.95 2168.07 1.73 1.73 0.256 0.12 0.10 1.26 0.15 FP106 F_41 1.00 1.00 2170.63 2168.29 2.18 2.18 0.256 0.16 0.10 1.67 0.15 FP10 F_42 1.00 1.00 2169.43 2167.27 2.00 2.00 0.256 0.05 0.10 1.59 0.15 FP38 F_43 1.00 1.00 2169.43 2167.28 2.00 2.00 0.256 0.05 0.10 1.59 0.15 F1 blinding - 2100x2100 FP1 F1_1 2.10 2.10 2169.43 2167.79 1.48 6.54 1.44 0.23 0.44 4.42 0.15 FP2 F1_2 2.10 2.10 2169.43 2167.25 2.03 8.94 1.44 0.34 0.44 6.72 0.15 FP3 F1_3 2.10 2.10 2169.43 2167.25 2.03 8.94 1.44 0.34 0.44 6.72 0.15 FP78 F1_4 2.10 2.10 2170.03 2168.71 1.16 5.14 1.44 0.17 0.44 3.08 0.15 FP79 F1_5 2.10 2.10 2170.03 2168.63 1.24 5.47 1.44 0.19 0.44 3.40 0.15 FP80 F1_6 2.10 2.10 2170.03 2168.03 1.85 8.16 1.44 0.32 0.44 5.95 0.15 FP81 F1_7 2.10 2.10 2170.03 2168.03 1.85 8.16 1.44 0.32 0.44 5.95 0.15 FP84 F1_8 2.10 2.10 2170.78 2168.76 1.86 8.21 1.44 0.32 0.44 6.00 0.15 FP85 F1_9 2.10 2.10 2170.78 2168.20 2.42 10.69 1.44 0.45 0.44 8.36 0.15 FP86 F1_10 2.10 2.10 2170.78 2168.20 2.42 10.69 1.44 0.45 0.44 8.36 0.15 FP87 F1_11 2.10 2.10 2170.78 2168.38 2.25 9.91 1.44 0.41 0.44 7.62 0.15 F3 blinding - 2600x2600 0.15 FP9 F3_1 2.60 2.60 2169.43 2166.99 2.28 15.43 2.88 1.35 0.68 10.52 0.15 FP11 F3_2 2.60 2.60 2169.43 2167.71 1.57 10.58 2.88 0.81 0.68 6.22 0.15 FP19 F3_3 2.60 2.60 2169.43 2167.47 1.80 12.18 2.88 0.99 0.68 7.64 0.15 FP82 F3_4 2.60 2.60 2170.03 2169.04 0.84 5.66 2.88 0.26 0.68 1.85 0.15 FP83 F3_5 2.60 2.60 2170.78 2169.04 1.59 10.73 2.88 0.82 0.68 6.36 0.15 F4 blinding - 2700x2700 Depth of excavation Number of Footing Code Type of Footing Dimension of blinding T.O.G.S. Elev. Elevation of BOF Quantity of excavation Quantity of back filling Remarks Slab thickness Page 1 of 93

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Page 1: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 04

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width Vol. of footing

Vol. of

Pedestal

and Bliding

Vol. of

BlindingQuantity

To footings

F blinding - 1000x1000x100

FP10 F_1 1.00 1.00 2169.43 2166.98 2.29 2.29 0.256 0.17 0.10 1.77 0.15

FP13 F_2 1.00 1.00 2169.43 2166.90 2.38 2.38 0.256 0.18 0.10 1.84 0.15

FP14 F_3 1.00 1.00 2169.35 2167.28 1.92 1.92 0.256 0.14 0.10 1.43 0.15

FP15 F_4 1.00 1.00 2169.35 2166.61 2.59 2.59 0.256 0.20 0.10 2.04 0.15

FP16 F_5 1.00 1.00 2169.35 2167.30 1.90 1.90 0.256 0.13 0.10 1.41 0.15

FP17 F_6 1.00 1.00 2169.43 2166.29 2.99 2.99 0.256 0.23 0.10 2.40 0.15

FP18 F_7 1.00 1.00 2169.43 2167.28 2.00 2.00 0.256 0.14 0.10 1.50 0.15

FP26 F_8 1.00 1.00 2169.35 2167.71 1.49 1.49 0.256 0.10 0.10 1.04 0.15

FP25 F_9 1.00 1.00 2169.28 2166.90 2.23 2.23 0.256 0.16 0.10 1.71 0.15

FP29 F_10 1.00 1.00 2169.28 2166.90 2.23 2.23 0.256 0.16 0.10 1.71 0.15

FP30 F_11 1.00 1.00 2169.28 2166.61 2.52 2.52 0.256 0.19 0.10 1.97 0.15

FP31 F_12 1.00 1.00 2169.28 2166.90 2.23 2.23 0.256 0.16 0.10 1.71 0.15

FP40 F_13 1.00 1.00 2169.28 2166.75 2.38 2.38 0.256 0.18 0.10 1.84 0.15

FP41 F_14 1.00 1.00 2169.28 2167.57 1.55 1.55 0.256 0.10 0.10 1.09 0.15

FP42 F_15 1.00 1.00 2169.28 2167.57 1.55 1.55 0.256 0.10 0.10 1.09 0.15

FP43 F_16 1.00 1.00 2169.28 2167.43 1.69 1.69 0.256 0.12 0.10 1.22 0.15

FP52 F_17 1.00 1.00 2170.48 2168.07 2.26 2.26 0.256 0.17 0.10 1.74 0.15

FP53 F_18 1.00 1.00 2170.48 2168.48 1.85 1.85 0.256 0.13 0.10 1.36 0.15

FP54 F_19 1.00 1.00 2170.48 2168.48 1.85 1.85 0.256 0.13 0.10 1.36 0.15

FP55 F_20 1.00 1.00 2170.48 2168.68 1.65 1.65 0.256 0.11 0.10 1.18 0.15

FP56 F_21 1.00 1.00 2170.48 2168.55 1.77 1.77 0.256 0.12 0.10 1.29 0.15

FP57 F_22 1.00 1.00 2170.48 2168.55 1.77 1.77 0.256 0.12 0.10 1.29 0.15

FP65 F_23 1.00 1.00 2170.18 2171.80 -1.78 -1.78 0.256 -0.20 0.10 -1.94 0.15

FP66 F_24 1.00 1.00 2170.03 2168.03 1.85 1.85 0.256 0.13 0.10 1.36 0.15

FP67 F_25 1.00 1.00 2170.03 2167.04 2.83 2.83 0.256 0.22 0.10 2.26 0.15

FP68 F_26 1.00 1.00 2170.03 2167.20 2.67 2.67 0.256 0.20 0.10 2.11 0.15

FP69 F_27 1.00 1.00 2170.03 2167.20 2.67 2.67 0.256 0.20 0.10 2.11 0.15

FP77 F_28 1.00 1.00 2170.18 2168.63 1.39 1.39 0.256 0.09 0.10 0.95 0.15

FP94 F_29 1.00 1.00 2170.93 2168.61 2.17 2.17 0.256 0.16 0.10 1.65 0.15

FP96 F_30 1.00 1.00 2170.78 2168.78 1.85 1.85 0.256 0.13 0.10 1.36 0.15

FP97 F_31 1.00 1.00 2170.78 2168.78 1.85 1.85 0.256 0.13 0.10 1.36 0.15

FP98 F_32 1.00 1.00 2170.78 2168.78 1.85 1.85 0.256 0.13 0.10 1.36 0.15

FP99 F_33 1.00 1.00 2170.78 2168.78 1.85 1.85 0.256 0.13 0.10 1.36 0.15

FP107 F_34 1.00 1.00 2170.85 2168.78 1.92 1.92 0.256 0.14 0.10 1.43 0.15

FP108 F_35 1.00 1.00 2170.85 2168.78 1.92 1.92 0.256 0.14 0.10 1.43 0.15

FP109 F_36 1.00 1.00 2170.85 2168.78 1.92 1.92 0.256 0.14 0.10 1.43 0.15

FP110 F_37 1.00 1.00 2170.85 2168.78 1.92 1.92 0.256 0.14 0.10 1.43 0.15

FP111 F_38 1.00 1.00 2170.93 2168.78 2.00 2.00 0.256 0.14 0.10 1.50 0.15

FP112 F_39 1.00 1.00 2170.93 2168.78 2.00 2.00 0.256 0.14 0.10 1.50 0.15

FP64 F_40 1.00 1.00 2169.95 2168.07 1.73 1.73 0.256 0.12 0.10 1.26 0.15

FP106 F_41 1.00 1.00 2170.63 2168.29 2.18 2.18 0.256 0.16 0.10 1.67 0.15

FP10 F_42 1.00 1.00 2169.43 2167.27 2.00 2.00 0.256 0.05 0.10 1.59 0.15

FP38 F_43 1.00 1.00 2169.43 2167.28 2.00 2.00 0.256 0.05 0.10 1.59 0.15

F1 blinding - 2100x2100

FP1 F1_1 2.10 2.10 2169.43 2167.79 1.48 6.54 1.44 0.23 0.44 4.42 0.15

FP2 F1_2 2.10 2.10 2169.43 2167.25 2.03 8.94 1.44 0.34 0.44 6.72 0.15

FP3 F1_3 2.10 2.10 2169.43 2167.25 2.03 8.94 1.44 0.34 0.44 6.72 0.15

FP78 F1_4 2.10 2.10 2170.03 2168.71 1.16 5.14 1.44 0.17 0.44 3.08 0.15

FP79 F1_5 2.10 2.10 2170.03 2168.63 1.24 5.47 1.44 0.19 0.44 3.40 0.15

FP80 F1_6 2.10 2.10 2170.03 2168.03 1.85 8.16 1.44 0.32 0.44 5.95 0.15

FP81 F1_7 2.10 2.10 2170.03 2168.03 1.85 8.16 1.44 0.32 0.44 5.95 0.15

FP84 F1_8 2.10 2.10 2170.78 2168.76 1.86 8.21 1.44 0.32 0.44 6.00 0.15

FP85 F1_9 2.10 2.10 2170.78 2168.20 2.42 10.69 1.44 0.45 0.44 8.36 0.15

FP86 F1_10 2.10 2.10 2170.78 2168.20 2.42 10.69 1.44 0.45 0.44 8.36 0.15

FP87 F1_11 2.10 2.10 2170.78 2168.38 2.25 9.91 1.44 0.41 0.44 7.62 0.15

F3 blinding - 2600x2600 0.15

FP9 F3_1 2.60 2.60 2169.43 2166.99 2.28 15.43 2.88 1.35 0.68 10.52 0.15

FP11 F3_2 2.60 2.60 2169.43 2167.71 1.57 10.58 2.88 0.81 0.68 6.22 0.15

FP19 F3_3 2.60 2.60 2169.43 2167.47 1.80 12.18 2.88 0.99 0.68 7.64 0.15

FP82 F3_4 2.60 2.60 2170.03 2169.04 0.84 5.66 2.88 0.26 0.68 1.85 0.15

FP83 F3_5 2.60 2.60 2170.78 2169.04 1.59 10.73 2.88 0.82 0.68 6.36 0.15

F4 blinding - 2700x2700

Depth of

excavation

Number of

Footing CodeType of Footing

Dimension of blindingT.O.G.S. Elev.

Elevation

of BOF

Quantity of

excavation

Quantity of back filling

RemarksSlab

thickness

Page 1 of 93

Page 2: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 04

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width Vol. of footing

Vol. of

Pedestal

and Bliding

Vol. of

BlindingQuantity

Depth of

excavation

Number of

Footing CodeType of Footing

Dimension of blindingT.O.G.S. Elev.

Elevation

of BOF

Quantity of

excavation

Quantity of back filling

RemarksSlab

thickness

FP44 F4_1 2.70 2.70 2173.93 2167.07 4.96 36.13 3.13 4.69 0.73 27.58 0.15

FP89 F4_2 2.70 2.70 2170.93 2168.47 2.31 16.80 3.13 1.37 0.73 11.58 0.15

FP119 F4_3 2.70 2.70 2170.93 2168.93 1.85 13.49 3.13 1.02 0.73 8.61 0.15

F5 blinding - 2900x2900

FP35 F5_1 2.90 2.90 2169.28 2167.20 1.93 16.20 4.37 1.00 0.84 9.98 0.15

FP36 F5_2 2.90 2.90 2169.28 2166.90 2.23 18.72 4.37 1.23 0.84 12.27 0.15

FP37 F5_3 2.90 2.90 2169.28 2167.07 2.05 17.25 4.37 1.10 0.84 10.94 0.15

FP45 F5_4 2.90 2.90 2173.93 2168.22 5.56 46.72 4.37 1.92 0.84 39.58 0.15

FP50 F5_5 2.90 2.90 2170.48 2168.5 1.85 15.56 4.37 0.74 0.84 9.61 0.15

FP51 F5_6 2.90 2.90 2173.93 2168.2 5.56 46.72 4.37 3.75 0.84 37.75 0.15

FP118 F5_7 2.90 2.90 2170.93 2168.9 1.86 15.66 4.37 0.96 0.84 9.49 0.15

F6 blinding - 3100x3100

FP4 F6_1 3.10 3.10 2169.43 2167.67 1.60 15.41 5.05 0.76 0.961 8.65 0.15

FP5 F6_2 3.10 3.10 2169.43 2167.17 2.11 20.28 5.05 1.14 0.961 13.13 0.15

FP7,CP7 F6_3 3.10 3.10 2169.43 2166.90 2.38 22.83 5.05 1.34 0.961 15.48 0.15

FP7,CP8 F6_4 3.10 3.10 2169.43 2166.90 2.38 22.83 5.05 1.34 0.961 15.48 0.15

FP9,CP10 F6_5 3.10 3.10 2169.43 2166.99 2.28 21.93 5.05 1.27 0.961 14.65 0.15

FP8,CP19 F6_6 3.10 3.10 2169.43 2166.99 2.28 21.93 5.05 1.27 0.961 14.65 0.15

FP33,CP20 F6_7 3.10 3.10 2169.43 2167.30 1.97 18.96 5.05 1.04 0.961 11.91 0.15

FP27,CP19 F6_8 3.10 3.10 2169.28 2167.27 1.85 17.80 5.05 0.95 0.961 10.84 0.15

FP39,CP24 F6_9 3.10 3.10 2169.43 2167.64 1.64 15.75 5.05 0.79 0.961 8.96 0.15

FP46,CP27 F6_10 3.10 3.10 2170.48 2168.48 1.85 17.78 5.05 0.95 0.961 10.83 0.15

FP47,CP28 F6_11 3.10 3.10 2170.48 2168.48 1.85 17.78 5.05 0.95 0.961 10.83 0.15

FP48,CP29 F6_12 3.10 3.10 2170.48 2168.48 1.85 17.78 5.05 1.70 0.961 10.07 0.15

FP49,CP30 F6_13 3.10 3.10 2170.48 2168.48 1.85 17.78 5.05 0.95 0.961 10.83 0.15

FP73 F6_14 3.10 3.10 2170.18 2167.78 2.24 21.54 5.05 1.24 0.961 14.29 0.15

FP74 F6_15 3.10 3.10 2170.03 2167.61 2.26 21.75 5.05 1.26 0.961 14.48 0.15

FP75 F6_16 3.10 3.10 2170.03 2167.70 2.18 20.92 5.05 1.19 0.961 13.72 0.15

FP76 F6_17 3.10 3.10 2170.03 2167.70 2.18 20.92 5.05 1.19 0.961 13.72 0.15

FP90 F6_18 3.10 3.10 2170.78 2168.38 2.25 21.59 5.05 1.25 0.961 14.34 0.15

FP91 F6_19 3.10 3.10 2170.78 2168.78 1.85 17.78 5.05 0.95 0.961 10.83 0.15

FP92 F6_20 3.10 3.10 2170.78 2168.78 1.85 17.78 5.05 0.95 0.961 10.83 0.15

FP115 F6_21 3.10 3.10 2170.93 2168.93 1.85 17.78 5.05 0.95 0.961 10.83 0.15

FP116 F6_22 3.10 3.10 2170.93 2168.93 1.85 17.78 5.05 0.95 0.961 10.83 0.15

FP116 F6_23 3.10 3.10 2170.93 2168.91 1.86 17.89 5.05 0.96 0.961 10.93 0.15

F7 blinding - 3200x3200

FP95 F7_1 3.20 3.20 2173.93 2171.93 1.61 16.50 5.4 0.95 1.02 9.13 0.15

F8 blinding - 3400x3400

FP23 F8_1 3.20 3.20 2169.28 2167.28 1.85 18.94 7.17 0.87 1.156 9.75 0.15

FP24 F8_2 3.20 3.20 2169.28 2166.90 2.23 22.79 7.17 1.16 1.156 13.32 0.15

F9 blinding - 3500x3500

FP62 F9_1 3.50 3.50 2170.23 2168.03 2.05 25.11 7.62 1.02 1.23 15.24 0.15

FP63 F9_2 3.50 3.50 2170.33 2168.23 1.94 23.78 7.62 0.94 1.23 13.99 0.15

FP104 F9_3 3.50 3.50 2170.88 2168.69 2.04 24.99 7.62 1.01 1.23 15.13 0.15

FP105 F9_4 3.50 3.50 2170.85 2168.78 1.93 23.58 7.62 0.93 1.23 13.81 0.15

FP114 F9_5 3.50 3.50 2170.93 2168.93 1.85 22.66 7.62 0.87 1.23 12.94 0.15

F10 blinding - 3700x3700

FP6 F10_1 3.70 3.70 2169.425 2166.69 2.58 35.37 9.80 1.35 1.369 22.86 0.15

FP20 F10_2 3.70 3.70 2169.275 2166.90 2.23 30.47 9.80 1.08 1.369 18.23 0.15

FP21 F10_3 3.70 3.70 2169.275 2167.28 1.85 25.33 9.80 0.79 1.369 13.36 0.15

FP22 F10_4 3.70 3.70 2169.275 2167.28 1.85 25.33 9.80 0.79 1.369 13.36 0.15

FP71 F10_5 3.70 3.70 2176.925 2171.78 1.30 17.80 9.80 3.18 1.369 3.45 0.15

F11 blinding - 3800x3800

FP59 F11_1 3.80 3.80 2170.025 2168.03 1.85 26.71 10.37 0.79 1.44 14.11 0.15

FP60 F11_2 3.80 3.80 2170.025 2168.03 1.85 26.71 10.37 0.79 1.44 14.11 0.15

FP61 F11_3 3.80 3.80 2170.025 2168.03 1.85 26.71 10.37 0.79 1.44 14.11 0.15

FP101 F11_4 3.80 3.80 2170.775 2168.78 1.85 26.71 10.37 0.79 1.44 14.11 0.15

FP102 F11_5 3.80 3.80 2170.775 2168.78 1.85 26.71 10.37 0.79 1.44 14.11 0.15

FP103 F11_6 3.80 3.80 2170.775 2168.78 1.85 26.71 10.37 0.79 1.44 14.11 0.15

F16 blinding - 90.72 sq.m.

FP32 F16_1 1.00 90.72 2169.35 2167.28 1.93 174.64 83.25 1.94 9.072 80.37 0.15

Page 2 of 93

Page 3: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 04

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width Vol. of footing

Vol. of

Pedestal

and Bliding

Vol. of

BlindingQuantity

Depth of

excavation

Number of

Footing CodeType of Footing

Dimension of blindingT.O.G.S. Elev.

Elevation

of BOF

Quantity of

excavation

Quantity of back filling

RemarksSlab

thickness

FP70 F16_2 1.00 90.72 2170.18 2168.03 2.00 181.44 83.25 2.10 9.072 87.02 0.15

FP93 F16_3 1.00 90.72 2170.93 2168.78 2.00 181.44 - 2.10 - 179.34 0.15

F17 blinding - 5200x5200

FP72 F17_1 5.20 5.20 2170.18 2165.43 4.60 124.38 20.00 11.86 2.70 89.82 0.15

FP17 F17_2 5.20 5.20 2170.93 2167.18 3.60 97.34 20.00 8.74 2.70 65.90 0.15

F18 blinding - 6700x11200

FP58 F18_1 11.20 6.70 2170.175 2168.475 1.55 116.31 71.50 3.43 7.50 33.88 0.15

FP100 F18_2 11.20 6.70 2170.925 2168.775 2.00 150.08 71.50 6.24 7.50 64.84 0.15

F20 blinding - 6200x10200

FP12 F20_1 10.20 6.20 2169.35 2166.29 2.91 184.15 48.00 9.25 6.32 120.58 0.15

FP20 F20_2 1.00 90.03 2169.43 2166.83 2.45 220.57 85.40 8.70 9.00 117.47 0.15

F21 blinding - 9200 x 9200

FP21 F21_1 9.20 9.20 2173.93 2166.13 7.41 627.32 81.00 4.26 8.464 533.60 0.15

WF blinding - 2.5m width

WF1 1.00 49.25 2169.43 2166.96 2.42 119.17 19.70 8.65 4.93 85.89 0.15

WF2 1.00 71.71 2169.43 2167.36 2.01 144.25 26.65 11.36 7.17 99.07 0.15

WF3 1.00 9.44 2173.93 2166.95 4.90 46.26 3.45 7.23 0.94 34.64 0.15

WF4 1.00 19.75 2173.93 2167.65 4.38 86.56 7.27 13.58 1.98 63.75 0.15

WF5 1.00 8.25 2173.93 2168.22 4.86 40.05 3.04 5.10 0.83 31.09 0.15

WF6 1.00 3 2173.93 2168.35 4.73 14.18 1.10 1.81 0.30 10.97 0.15

WF7 1.00 34.66 2173.78 2168.56 4.52 156.55 12.55 19.88 3.47 120.65 0.15

WF8 1.00 11.97 2173.93 2167.42 5.66 67.75 4.42 8.58 1.20 53.54 0.15

WF9 1.00 9 2173.93 2169.04 3.90 35.13 3.31 4.69 0.90 26.23 0.15

WF10 1.00 20.33 2173.93 2168.75 4.78 97.24 7.51 11.37 2.03 76.33 0.15

WF11 1.00 35.48 2170.93 2169.29 1.58 56.18 13.10 4.61 3.55 34.92 0.15

WF12 1.00 9.63 2173.93 2167.45 6.09 58.61 3.54 6.84 0.96 47.26 0.15

WF13 1.00 4.54 2173.93 2167.53 5.41 24.58 1.64 3.98 0.45 18.51 0.15

WF14 1.00 5.55 2173.93 2168.93 4.01 22.28 2.00 3.71 0.56 16.02 0.15

4,416.60 2,610.20 M3

Parking 1

F blinding - 1000x1000x100

FP1 F_1 1.00 1.00 2173.43 2168.10 4.73 4.73 0.26 0.65 0.10 3.72 0.15

FP2 F_2 1.00 1.00 2173.43 2168.10 4.73 4.73 0.26 0.65 0.10 3.72 0.15

FP3 F_3 1.00 1.00 2173.43 2168.10 4.73 4.73 0.26 0.65 0.10 3.72 0.15

FP4 F_4 1.00 1.00 2173.50 2170.20 2.63 2.63 0.26 0.38 0.10 1.90 0.15

FP7 F_5 1.00 1.00 2173.93 2168.10 4.73 4.73 0.26 0.47 0.10 3.90 0.15

FP8 F_6 1.00 1.00 2173.50 2170.60 2.23 2.23 0.26 0.32 0.10 1.55 0.15

FP9 F_7 1.00 1.00 2173.93 2170.00 2.83 2.83 0.26 0.46 0.10 2.01 0.15

FP14 F_8 1.00 1.00 2173.93 2170.50 2.33 2.33 0.26 0.26 0.10 1.72 0.15

FP20 F_9 1.00 1.00 2173.93 2170.60 2.23 2.23 0.26 0.25 0.10 1.62 0.15

FP15 F_10 1.00 1.00 2173.78 2171.90 1.83 1.83 0.26 0.12 0.10 1.35 0.15

FP16 F_11 1.00 1.00 2173.78 2171.00 2.73 2.73 0.26 0.20 0.10 2.17 0.15

FP17 F_12 1.00 1.00 2173.78 2171.30 2.43 2.43 0.26 0.17 0.10 1.90 0.15

FP21 F_13 1.00 1.00 2173.93 2171.00 1.65 1.65 0.26 0.21 0.10 1.08 0.15

FP26 F_14 1.00 1.00 2173.93 2170.50 3.28 3.28 0.26 0.26 0.10 2.66 0.15

FP29 F_15 1.00 1.00 2173.78 2171.10 2.53 2.53 0.26 0.19 0.10 1.98 0.15

FP30 F_16 1.00 1.00 2173.78 2171.00 2.63 2.63 0.26 0.20 0.10 2.07 0.15

FP31 F_17 1.00 1.00 2173.78 2171.00 2.63 2.63 0.26 0.20 0.10 2.07 0.15

FP32 F_18 1.00 1.00 2173.93 2170.00 1.02 1.02 0.26 0.30 0.10 0.36 0.15

FP33 F_19 1.00 1.00 2173.93 2169.60 1.42 1.42 0.26 0.34 0.10 0.72 0.15

FP34 F_20 1.00 1.00 2173.93 2171.30 1.90 1.90 0.26 0.19 0.10 1.35 0.15

FP41a F_21 1.00 1.00 2173.93 2171.50 3.73 3.73 0.26 0.17 0.10 3.21 0.15

FP42 F_22 1.00 1.00 2173.93 2171.50 1.70 1.70 0.26 0.17 0.10 1.17 0.15

FP43 F_23 1.00 1.00 2173.93 2171.90 1.30 1.30 0.26 0.13 0.10 0.82 0.15

FP44 F_24 1.00 1.00 2173.93 2171.30 1.91 1.91 0.26 0.19 0.10 1.37 0.15

FP45 F_25 1.00 1.00 2173.93 2171.30 2.19 2.19 0.26 0.19 0.10 1.65 0.15

FP47 F_26 1.00 1.00 2173.93 2171.30 2.34 2.34 0.26 0.19 0.10 1.80 0.15

FP55 F_27 1.00 1.00 2173.78 2170.20 3.28 3.28 0.26 0.27 0.10 2.65 0.15

FP59 F_28 1.00 1.00 2173.78 2170.70 2.67 2.67 0.26 0.23 0.10 2.09 0.15

FP63 F_29 1.00 1.00 2173.78 2171.80 0.64 0.64 0.26 0.13 0.10 0.16 0.15

FP71 F_30 1.00 1.00 2173.78 2170.80 2.82 2.82 0.26 0.22 0.10 2.25 0.15

FP66 F_31 1.00 1.00 2173.78 2171.20 2.43 2.43 0.26 0.18 0.10 1.89 0.15

FP60 F_32 1.00 1.00 2173.78 2168.52 5.10 5.10 0.26 0.13 0.10 4.62 0.15

TOTAL

Page 3 of 93

Page 4: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 04

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width Vol. of footing

Vol. of

Pedestal

and Bliding

Vol. of

BlindingQuantity

Depth of

excavation

Number of

Footing CodeType of Footing

Dimension of blindingT.O.G.S. Elev.

Elevation

of BOF

Quantity of

excavation

Quantity of back filling

RemarksSlab

thickness

FP76 F_33 1.00 1.00 2173.78 2171.40 2.22 2.22 0.26 0.16 0.10 1.70 0.15

FP78 F_34 1.00 1.00 2173.78 2171.30 2.32 2.32 0.26 0.17 0.10 1.80 0.15

FP81 F_35 1.00 1.00 2173.78 2171.60 2.03 2.03 0.26 0.15 0.10 1.52 0.15

FP87 F_36 1.00 1.00 2173.78 2170.60 3.03 3.03 0.26 0.24 0.10 2.43 0.15

FP90 F_37 1.00 1.00 2173.78 2171.70 1.93 1.93 0.26 0.14 0.10 1.43 0.15

FP109 F_38 1.00 1.00 2173.78 2171.50 2.13 2.13 0.26 0.16 0.10 1.61 0.15

FP131 F_39 1.00 1.00 2173.93 2171.50 2.28 2.28 0.26 0.17 0.10 1.75 0.15

FP104 F_40 1.00 1.00 2173.85 2171.50 2.20 2.20 0.26 0.16 0.10 1.68 0.15

FP105 F_41 1.00 1.00 2173.78 2171.50 2.13 2.13 0.26 0.16 0.10 1.61 0.15

FP107 F_42 1.00 1.00 2173.78 2171.30 2.32 2.32 0.26 0.17 0.10 1.80 0.15

FP108 F_43 1.00 1.00 2173.93 2171.30 2.47 2.47 0.26 0.19 0.10 1.93 0.15

FP103 F_44 1.00 1.00 2173.93 2171.70 2.07 2.07 0.26 0.15 0.10 1.56 0.15

FP106 F_45 1.00 1.00 2173.93 2171.50 1.12 1.12 0.26 0.17 0.10 0.59 0.15

FP118 F_46 1.00 1.00 2173.78 2171.10 2.53 2.53 0.26 0.19 0.10 1.98 0.15

FP134 F_47 1.00 1.00 2178.43 2175.70 0.51 0.51 0.26 0.20 0.10 -0.04 0.15

FP135 F_48 1.00 1.00 2173.78 2171.20 3.35 3.35 0.26 0.18 0.10 2.81 0.15

FP136 F_49 1.00 1.00 2173.78 2171.40 2.22 2.22 0.26 0.16 0.10 1.70 0.15

FP129 F_50 1.00 1.00 2173.78 2171.10 2.53 2.53 0.26 0.19 0.10 1.98 0.15

F_51 1.00 1.00 2173.93 2171.50 2.01 2.01 0.26 0.17 0.10 1.49 0.15

FP138 F_52 1.00 1.00 2173.93 2171.80 1.01 1.01 0.26 0.14 0.10 0.51 0.15

F1 blinding - 2100x2100

FP74 F1_1 2.10 2.10 2173.78 2171.50 2.13 9.37 1.94 3.99 0.58 2.87 0.15

FP69 F1_2 2.10 2.10 2173.78 2171.30 2.32 10.25 1.94 3.99 0.58 3.75 0.15

FP64 F1_3 2.10 2.10 2173.78 2171.30 2.32 10.25 1.94 3.99 0.58 3.75 0.15

FP61 F1_4 2.10 2.10 2173.78 2171.30 2.32 10.25 1.94 3.99 0.58 3.75 0.15

FP57 F1_5 2.10 2.10 2173.78 2171.70 1.93 8.49 1.94 3.99 0.58 1.98 0.15

FP18 F1_6 2.10 2.10 2173.78 2171.10 2.53 11.14 1.94 3.99 0.58 4.63 0.15

FP12 F1_7 2.10 2.10 2173.78 2170.60 3.03 13.34 1.94 3.99 0.58 6.84 0.15

FP10 F1_8 2.10 2.10 2173.78 2170.60 3.03 13.34 1.94 3.99 0.58 6.84 0.15

F2 blinding - 2400x2400

FP3 F2_1 2.40 2.40 2173.93 2168.10 5.68 32.69 1.94 3.99 0.58 26.18 0.15

FP6 F2_2 2.40 2.40 2173.93 2170.00 0.36 2.08 1.94 2.55 0.58 -2.99 0.15

FP83 F2_3 2.40 2.40 2173.78 2171.70 1.93 11.09 1.94 1.15 0.58 7.42 0.15

F3 blinding - 2600x2600

FP11 F3_1 2.60 2.60 2173.93 2170.00 1.52 10.26 2.88 2.48 0.68 4.23 0.15

FP13 F3_2 2.60 2.60 2173.93 2170.30 1.36 9.23 2.88 2.25 0.68 3.42 0.15

FP150 F3_3 2.60 2.60 2173.93 2171.70 1.99 13.46 2.88 1.19 0.68 8.71 0.15

FP146 F3_4 2.60 2.60 2173.78 2171.60 5.40 36.50 2.88 1.15 0.68 31.79 0.15

FP148 F3_5 2.60 2.60 2173.93 2171.90 1.88 12.68 2.88 1.04 0.68 8.08 0.15

FP149 F3_6 2.60 2.60 2173.93 2171.90 0.61 4.09 2.88 1.04 0.68 -0.51 0.15

F4 blinding - 2700x2700

FP49 F4_1 2.70 2.70 2173.93 2169.80 3.97 28.98 3.13 2.63 0.73 22.49 0.15

FP51 F4_2 2.70 2.70 2173.93 2171.70 1.69 12.30 3.13 0.59 0.73 7.85 0.15

FP82 F4_3 2.70 2.70 2173.93 2171.90 1.88 13.67 3.13 0.16 0.73 9.65 0.15

FP80 F4_4 2.70 2.70 2173.78 2171.20 2.43 17.68 3.13 1.46 0.73 12.37 0.15

FP98 F4_5 2.70 2.70 2173.78 2171.50 2.13 15.49 3.13 1.23 0.73 10.41 0.15

FP119 F4_6 2.70 2.70 2173.93 2171.50 2.28 16.58 3.13 1.34 0.73 11.39 0.15

FP121 F4_7 2.70 2.70 2173.93 2171.50 2.12 15.45 3.13 1.34 0.73 10.25 0.15

FP133 F4_8 2.70 2.70 2173.93 2171.80 1.13 8.27 3.13 1.12 0.73 3.30 0.15

FP139 F4_9 2.70 2.70 2173.78 2173.10 0.53 3.83 3.13 0.02 0.73 -0.05 0.15

F5 blinding - 2900x2900

FP193 F5_1 2.90 2.90 2173.78 2170.60 1.09 9.14 4.37 1.84 0.84 2.09 0.15

FP23 F5_2 2.90 2.90 2173.78 2171.10 1.00 8.42 4.37 1.46 0.84 1.75 0.15

FP24 F5_3 2.90 2.90 2173.78 2171.80 0.42 3.53 4.37 0.93 0.84 -2.61 0.15

FP73 F5_4 2.90 2.90 2173.93 2171.50 3.57 30.02 4.37 1.27 0.84 23.53 0.15

FP79 F5_5 2.90 2.90 2173.78 2171.60 7.57 63.65 4.37 1.08 0.84 57.35 0.15

FP86 F5_6 2.90 2.90 2173.78 2169.20 4.43 37.21 4.37 2.90 0.84 29.10 0.15

FP19 F5_7 2.90 2.90 2173.78 2171.60 2.03 17.03 4.37 1.08 0.84 10.74 0.15

FP140 F5_8 2.90 2.90 2173.78 2172.50 3.20 26.89 4.37 0.40 0.84 21.27 0.15

FP141 F5_9 2.90 2.90 2173.78 2172.00 1.63 13.67 4.37 0.78 0.84 7.68 0.15

FP142 F5_10 2.90 2.90 2173.78 2171.80 1.82 15.35 4.37 0.93 0.84 9.21 0.15

FP143 F5_11 2.90 2.90 2173.78 2171.60 2.03 17.03 4.37 1.08 0.84 10.74 0.15

F6 blinding - 3100x3100

Page 4 of 93

Page 5: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 04

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width Vol. of footing

Vol. of

Pedestal

and Bliding

Vol. of

BlindingQuantity

Depth of

excavation

Number of

Footing CodeType of Footing

Dimension of blindingT.O.G.S. Elev.

Elevation

of BOF

Quantity of

excavation

Quantity of back filling

RemarksSlab

thickness

FP41 F6_1 3.10 3.10 2173.93 2169.60 3.99 38.34 5.046 1.384 0.96 30.95 0.15

FP53 F6_2 3.10 3.10 2173.93 2171.90 1.87 17.98 5.046 0.594 0.96 11.38 0.15

FP58 F6_3 3.10 3.10 2173.78 2171.30 2.32 22.34 5.046 1.306 0.96 15.03 0.15

FP62 F6_4 3.10 3.10 2173.78 2171.20 2.43 23.30 5.046 1.381 0.96 15.92 0.15

FP65 F6_5 3.10 3.10 2173.78 2171.20 2.22 21.37 5.046 1.381 0.96 13.98 0.15

FP70 F6_6 3.10 3.10 2173.78 2171.40 2.22 21.38 5.046 1.230 0.96 14.15 0.15

FP144 F6_7 3.10 3.10 2173.78 2171.60 1.80 17.31 5.046 1.079 0.96 10.22 0.15

FP87 F6_8 3.10 3.10 2173.78 2171.70 1.93 18.50 5.046 1.003 0.96 11.49 0.15

FP86 F6_9 3.10 3.10 2173.78 2170.50 3.13 30.03 5.046 1.911 0.96 22.11 0.15

FP115 F6_10 3.10 3.10 2173.78 2171.60 2.03 19.46 5.046 1.079 0.96 12.37 0.15

FP116 F6_11 3.10 3.10 2173.78 2171.60 2.03 19.46 5.046 1.079 0.96 12.37 0.15

FP96 F6_12 3.10 3.10 2173.93 2171.60 0.36 3.46 5.046 1.192 0.96 -3.74 0.15

FP104 F6_13 3.10 3.10 2173.93 2171.60 2.18 20.90 5.046 1.192 0.96 13.70 0.15

FP92 F6_14 3.10 3.10 2173.93 2171.60 2.18 20.90 5.046 1.192 0.96 13.70 0.15

FP72 F6_15 3.10 3.10 2173.78 2171.60 2.03 19.46 5.046 1.079 0.96 12.37 0.15

FP146 F6_16 3.10 3.10 2173.78 2171.60 2.03 19.46 5.046 1.079 0.96 12.37 0.15

F7 blinding - 3200x3200

FP28 F7_1 3.20 3.20 2173.93 2169.60 0.89 9.07 5.40 2.71 1.02 -0.06 0.15

FP48 F7_2 3.20 3.20 2173.93 2171.10 2.68 27.39 5.40 1.57 1.02 19.40 0.15

FP35 F7_3 3.20 3.20 2173.93 2171.30 1.85 18.98 5.40 1.42 1.02 11.14 0.15

FP68 F7_4 3.20 3.20 2173.78 2171.10 2.53 25.86 5.40 1.46 1.02 17.97 0.15

F7_5 3.20 3.20 2173.93 2171.80 1.97 20.22 5.40 0.86 1.02 12.94 0.15

FP91 F7_6 3.20 3.20 2173.78 2171.70 1.93 19.71 5.40 0.52 1.02 12.77 0.15

3.20 3.20 2173.78 2171.70 1.93 19.71 5.40 0.95 1.02 12.34 0.15

F7_7 3.20 3.20 2173.78 m 2173.20 0.43 4.35 5.40 -0.13 1.02 -1.94 0.15

FP147 F7_8 3.20 3.20 2173.78 m 2171.40 2.22 22.78 5.40 1.23 1.02 15.13 0.15

F8 blinding - 3400x3400 0.15

FP137 F8_1 3.40 3.40 2173.93 2171.10 1.84 21.27 7.168 1.49 1.16 11.45 0.15

FP132 F8_2 3.40 3.40 2173.78 2171.70 1.93 22.25 7.168 0.93 1.16 13.00 0.15

FP199 F8_3 3.40 3.40 2173.78 2171.50 2.13 24.62 7.168 1.08 1.16 15.22 0.15

F8_4 3.40 3.40 2173.93 2173.60 0.18 2.02 7.168 -0.40 1.16 -5.90 0.15

F8_5 3.40 3.40 2173.93 2172.00 1.78 20.52 7.168 0.81 1.16 11.38 0.15

F8_6 3.40 3.40 2173.93 2173.10 0.68 7.80 7.168 -0.02 1.16 -0.50 0.15

F8_7 3.40 3.40 2173.93 2173.60 0.18 2.02 7.168 -0.40 1.16 -5.90 0.15

FP36 F8_8 3.40 3.40 2173.93 2171.10 2.68 30.92 7.168 1.49 1.16 21.10 0.15

FP194 F8_9 3.40 3.40 2173.93 2171.70 2.08 23.99 7.168 1.04 1.16 14.62 0.15

F9 blinding - 3500x3500

FP113 F9_1 3.50 3.50 2173.93 2172.00 1.78 21.74 7.62 0.87 1.23 12.03 0.15

FP114 F9_2 3.50 3.50 2173.93 2171.40 2.38 29.09 7.62 0.87 1.23 19.38 0.15

F9_3 3.50 3.50 2173.93 2173.10 0.68 8.27 7.62 0.87 1.23 -1.45 0.15

F10 blinding - 3700x3700 0.15

FP37 F10_1 3.70 3.70 2173.93 2171.10 2.68 36.62 9.80 1.42 1.37 24.03 0.15

FP25 F10_2 3.70 3.70 2173.78 2171.10 1.31 17.93 9.80 1.31 1.37 5.46 0.15

FP54 F10_3 3.70 3.70 2173.93 2170.20 3.58 48.94 9.80 2.10 1.37 35.67 0.15

FP75 F10_4 3.70 3.70 2173.78 2171.40 2.22 30.46 9.80 1.08 1.37 18.21 0.15

FP97 F10_5 3.70 3.70 2173.93 2171.60 2.18 29.78 9.80 1.04 1.37 17.57 0.15

FP114 F10_6 3.70 3.70 2173.93 2171.20 2.58 35.25 9.80 1.34 1.37 22.74 0.15

F11 blinding - 3800x3800 0.15

FP27 F11_1 3.80 3.80 2173.30 2170.50 2.64 38.19 10.37 1.40 1.44 24.99 0.15

FP56 F11_2 3.80 3.80 2173.93 2170.60 2.90 41.83 10.37 1.80 1.44 28.22 0.15

FP67 F11_3 3.80 3.80 2173.93 2171.20 2.58 37.18 10.37 1.34 1.44 24.03 0.15

FP88 F11_4 3.80 3.80 2173.78 2169.20 4.43 63.90 1.36 62.53 0.15

FP89 F11_5 3.80 3.80 2173.78 2171.50 2.13 30.69 10.37 1.00 1.44 17.87 0.15

F12 blinding - 3900x3900 0.15

FP40 F12_1 3.90 3.90 2173.78 2171.10 2.30 34.91 10.95 1.31 1.52 21.13 0.15

F14 blinding - 4300x4300 0.15

FP102 F14_1 4.30 4.30 2173.93 2170.80 2.97 55.01 16.81 1.49 1.85 34.85 0.15

F15 blinding - 1700x3200

FP84 F15_1 1.70 3.20 2173.78 2171.40 3.13 17.00 1.80 1.38 5.44 8.38 0.15

FP95 F15_2 1.70 3.20 2173.93 2172.60 2.08 11.29 1.80 0.59 5.44 3.46 0.15

FP101 F15_3 1.70 3.20 2173.93 2171.40 3.28 17.82 1.80 1.49 5.44 9.08 0.15

Page 5 of 93

Page 6: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 04

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width Vol. of footing

Vol. of

Pedestal

and Bliding

Vol. of

BlindingQuantity

Depth of

excavation

Number of

Footing CodeType of Footing

Dimension of blindingT.O.G.S. Elev.

Elevation

of BOF

Quantity of

excavation

Quantity of back filling

RemarksSlab

thickness

FP117 F15_4 1.70 3.20 2173.78 2171.20 3.33 18.09 1.80 1.53 5.44 9.32 0.15

F16 blinding - 90.72 sq.m. x0.1

FP22 F16_1 1.00 90.72 2173.93 2171.00 1.84 167.06 83.25 4.74 9.072 70.00 0.15

FP110 F16_2 1.00 90.72 2178.43 2174.63 3.65 331.13 83.25 9.81 9.072 228.99 0.15

F19 blinding - 5000x10700

FP38 F19_1 10.70 5.00 2173.93 2171.10 2.68 143.11 55.44 4.25 5.35 78.07 0.15

F22 blinding - 145.30 sq.m.

FP126 F22_1 1.00 145.30 2173.93 2171.30 2.47 359.62 140.39 9.23 14.53 195.46 0.15

FP128 F22_2 1.00 145.30 2173.93 2171.60 2.18 316.03 140.39 5.49 14.53 155.62 0.15

F23 blinding - 1X1.4x0.1

FP39 F23_1 1.40 1.00 2173.78 2171.10 2.53 3.54 0.38 0.19 0.14 2.82 0.15

FP46 F23_2 1.40 1.00 2173.93 2171.50 2.28 3.19 0.38 0.17 0.14 2.49 0.15

FP85 F23_3 1.40 1.00 2173.78 2170.80 2.82 3.95 0.38 0.22 0.14 3.21 0.15

FP82 F23_4 1.40 1.00 2173.78 2171.40 2.22 3.11 0.38 0.16 0.14 2.43 0.15

WF

WF_1 5.03 1.00 2176.93 2171.70 2.65 13.32 1.84 4.70 0.50 6.28 0.15

WF_2 4.95 1.00 2176.93 2171.80 2.55 12.62 1.82 4.53 0.50 5.77 0.15

WF_3 4.65 1.00 2176.93 2171.90 2.45 11.39 1.72 4.43 0.47 4.78 0.15

WF_4 6.94 1.00 2176.93 2171.80 2.68 18.57 2.52 6.42 0.69 8.93 0.15

WF_5 6.04 1.00 2176.93 2171.50 2.98 17.98 2.20 5.85 0.60 9.32 0.15

WF_6 118.26 1.00 2173.85 2171.62 2.18 258.02 45.00 21.17 11.83 180.02 0.15

WF_7 15.69 1.00 2173.95 2172.30 1.60 25.10 5.96 2.14 1.57 15.44 0.15

WF_8 14.60 1.00 2173.95 2171.50 2.40 35.04 5.40 4.27 1.46 23.90 0.15

WF_9 46.28 1.00 2178.43 2173.35 5.03 232.56 17.71 21.65 4.63 188.57 0.15

WF_10 56.64 1.00 2178.43 2172.05 3.04 172.07 22.61 31.28 5.66 112.52 0.15

WF_11 5.00 1.00 2173.93 2171.70 2.18 10.88 1.94 1.36 0.50 7.07 0.15

WF_12 3.50 1.00 2173.93 2171.65 2.22 7.79 1.40 1.01 0.35 5.02 0.15

WF_13 3.50 1.00 2173.93 2171.35 2.52 8.84 1.40 1.18 0.35 5.90 0.15

4,156.47 2,579.04 M3

Subterrain flr

F blinding - 1000x1000

F_1 1.00 1.00 2178.43 2176.00 2.28 2.28 0.26 0.17 0.10 1.75 0.15

F_2 1.00 1.00 2178.43 2176.00 1.71 1.71 0.26 0.17 0.10 1.18 0.15

F_3 1.00 1.00 2178.43 2175.00 3.28 3.28 0.26 0.26 0.10 2.66 0.15

F_4 1.00 1.00 2178.43 2176.00 2.28 2.28 0.26 0.17 0.10 1.75 0.15

F3 blinding - 2600x2600

F3_1 2.60 2.60 2178.43 2176.00 2.28 15.38 2.88 1.34 0.68 10.48 0.15

F3_2 2.60 2.60 2178.43 2176.00 2.28 15.38 2.88 0.59 0.68 11.23 0.15

F3_3 2.60 2.60 2178.43 2176.00 2.28 15.38 2.88 1.34 0.68 10.48 0.15

F5 blinding - 2900x2900

F5_1 2.90 2.90 2178.43 2175.50 2.78 23.34 4.37 1.65 0.84 16.48 0.15

F8 blinding - 3400x3400

F8_1 3.40 3.40 2178.43 2176.00 2.28 26.30 7.17 1.19 1.16 16.78 0.15

WF

WF_1 7.13 1.00 2175.40 2172.93 2.42 17.29 2.32 3.13 0.71 11.13 0.15

WF_2 37.25 1.00 2176.16 2173.45 1.65 61.46 12.80 15.97 3.73 28.97 0.15

WF_3 24.42 1.00 2175.40 2171.03 4.32 105.49 8.34 17.74 2.44 76.98 0.15

WF_4 259.75 1.00 2178.43 2176.00 2.38 616.91 97.08 45.54 25.98 448.32 0.15

906.46 638.18 M3

9,479.52 5,827.42 M3

TOTAL

TOTAL

GRAND TOTAL

Page 6 of 93

Page 7: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 06

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

FP224 F39 90.78 1.00 2171.419 2174.175 2175.690 2.76 250.19 2174.175 2.76 250.19

FP225 F8 3.40 3.40 2171.897 2174.175 2175.594 2.28 26.33 2174.175 2.28 26.33

FP226 F8 3.40 3.40 2171.703 2174.175 2175.837 2.47 28.58 2174.175 2.47 28.58

FP227 F8 3.40 3.40 2171.613 2174.175 2175.837 2.56 29.62 2174.175 2.56 29.62

FP228 F8 3.40 3.40 2171.883 2174.175 2176.040 2.29 26.50 2174.175 2.29 26.50

FP229 F8 3.40 3.40 2171.891 2174.175 2176.065 2.28 26.40 2174.175 2.28 26.40

FP230 F9 3.50 3.50 2171.814 2174.175 2176.060 2.36 28.92 2174.175 2.36 28.92

FP231 F33 4.20 11.70 2171.871 2174.175 2176.500 2.30 113.22 2174.175 2.30 113.22

FP232 F13 4.10 4.10 2171.793 2174.175 2179.400 2.38 40.04 2174.175 2.38 40.04

FP233 F11 3.80 3.80 2171.895 2174.175 2178.700 2.28 32.92 2174.175 2.28 32.92

FP234 F6 3.10 3.10 2171.993 2174.175 2177.192 2.18 20.97 2174.175 2.18 20.97

FP235 F6 3.10 3.10 2172.026 2174.175 2177.192 2.15 20.65 2174.175 2.15 20.65

FP236 F5 2.90 2.90 2172.054 2174.175 2177.600 2.12 17.84 2174.175 2.12 17.84

FP237 F5 2.90 2.90 2172.067 2174.175 2177.908 2.11 17.73 2174.175 2.11 17.73

FP238 F3 2.60 2.60 2171.871 2174.175 2177.879 2.30 15.58 2174.175 2.30 15.58

FP239 F3 2.60 2.60 2172.001 2174.175 2177.879 2.17 14.70 2174.175 2.17 14.70

FP241 F 1.00 1.00 2171.590 2174.175 2175.790 2.59 2.59 2174.175 2.59 2.59

FP242 F 1.00 1.00 2171.793 2174.175 2176.600 2.38 2.38 2174.175 2.38 2.38

FP243 F 1.00 1.00 2171.891 2174.175 2175.820 2.28 2.28 2174.175 2.28 2.28

FP244 F 1.00 1.00 2171.891 2174.175 2176.000 2.28 2.28 2174.175 2.28 2.28

FP245 F 1.00 1.00 2171.901 2174.175 2176.000 2.27 2.27 2174.175 2.27 2.27

FP246 F* 1.00 1.35 2171.873 2174.175 2176.000 2.30 3.11 2174.175 2.30 3.11

FP247 F 1.00 1.00 2171.921 2174.175 2176.680 2.25 2.25 2174.175 2.25 2.25

FP248 F 1.00 1.00 2171.920 2174.175 2176.613 2.26 2.26 2174.175 2.26 2.26

FP249 F 1.00 1.00 2171.899 2174.175 2176.613 2.28 2.28 2174.175 2.28 2.28

FP250 F 1.00 1.00 2171.910 2174.175 2176.958 2.27 2.27 2174.175 2.27 2.27

FP251 F 1.00 1.00 2171.980 2174.175 2176.958 2.20 2.20 2174.175 2.20 2.20

FP252 F 1.00 1.00 2172.220 2174.175 2178.759 1.96 1.96 2174.175 1.96 1.96

FP253 F 1.00 1.00 2172.101 2174.175 2177.554 2.07 2.07 2174.175 2.07 2.07

FP254 F 1.00 1.00 2172.139 2174.175 2177.554 2.04 2.04 2174.175 2.04 2.04

FP255 F 1.00 1.00 2172.010 2174.175 2178.098 2.16 2.16 2174.175 2.16 2.16

FP256 F5 2.90 2.90 2172.873 2174.175 2179.613 1.30 10.95 2174.175 1.30 10.95

FP257 F3 2.60 2.60 2171.888 2174.175 2179.613 2.29 15.46 2174.175 2.29 15.46

FP258 F16 1.20 2.20 2171.492 2174.175 2175.750 2.68 7.08 2174.175 2.68 7.08

FP259 F8 3.40 3.40 2171.510 2174.175 2175.750 2.66 30.81 2174.175 2.66 30.81

FP260 F10 3.70 3.70 2171.621 2174.175 2175.840 2.55 34.96 2174.175 2.55 34.96

FP261 F12 3.90 3.90 2171.721 2174.175 2175.790 2.45 37.33 2174.175 2.45 37.33

FP262 F12 3.90 3.90 2171.830 2174.175 2175.820 2.35 35.67 2174.175 2.35 35.67

FP263 F12 3.90 3.90 2171.870 2174.175 2175.820 2.31 35.06 2174.175 2.31 35.06

FP264 F12 3.90 3.90 2171.910 2174.175 2176.000 2.27 34.45 2174.175 2.27 34.45

FP265 F12 3.90 3.90 2171.872 2174.175 2176.004 2.30 35.03 2174.175 2.30 35.03

FP266 F14 4.30 4.30 2171.837 2174.175 2176.251 2.34 43.23 2174.175 2.34 43.23

FP267 F15 4.60 4.60 2171.882 2174.175 2176.251 2.29 48.52 2174.175 2.29 48.52

FP268 F15 4.60 4.60 2171.910 2174.175 2176.912 2.27 47.93 2174.175 2.27 47.93

FP269 F15 4.60 4.60 2171.891 2174.175 2179.054 2.28 48.33 2174.175 2.28 48.33

FP270 F15 4.60 4.60 2171.877 2174.175 2179.931 2.30 48.63 2174.175 2.30 48.63

FP271 F12 3.90 3.90 2171.922 2174.175 2177.650 2.25 34.27 2174.175 2.25 34.27

FP272 F9 3.50 3.50 2171.973 2174.175 2178.613 2.20 26.97 2174.175 2.20 26.97

FP273 F9 3.50 3.50 2172.031 2174.175 2180.099 2.14 26.26 2174.175 2.14 26.26

FP274 F9 3.50 3.50 2172.186 2174.175 2182.498 1.99 24.37 2174.175 1.99 24.37

FP275 F32 8.70 11.70 2172.020 2174.175 2179.730 2.16 219.36 2174.175 2.16 219.36

FP277 F16 1.20 2.20 2171.466 2174.175 2175.909 2.71 7.15 2174.175 2.71 7.15

FP278 F 1.00 1.00 2171.721 2174.175 2175.950 2.45 2.45 2174.175 2.45 2.45

FP279 F 1.00 1.00 2172.135 2174.175 2175.990 2.04 2.04 2174.175 2.04 2.04

FP280 F 1.00 1.00 2172.081 2174.175 2175.990 2.09 2.09 2174.175 2.09 2.09

FP281 F 1.00 1.00 2172.001 2174.175 2175.812 2.17 2.17 2174.175 2.17 2.17

FP282 F 1.00 1.00 2172.003 2174.175 2175.920 2.17 2.17 2174.175 2.17 2.17

FP283 F 1.00 1.00 2172.021 2174.175 2175.980 2.15 2.15 2174.175 2.15 2.15

FP284 F 1.00 1.00 2171.963 2174.175 2176.000 2.21 2.21 2174.175 2.21 2.21

FP285 F 1.00 1.00 2171.905 2174.175 2176.320 2.27 2.27 2174.175 2.27 2.27

FP286 F42 34.00 1.00 2171.740 2174.175 2176.322 2.44 82.79 2174.175 2.44 82.79

FP287 F 1.00 1.00 2172.083 2174.175 2178.144 2.09 2.09 2174.175 2.09 2.09

FP288 F 1.00 1.00 2172.156 2174.175 2179.350 2.02 2.02 2174.175 2.02 2.02

FP289 F 1.00 1.00 2172.189 2174.175 2178.452 1.99 1.99 2174.175 1.99 1.99

FP290 F 1.00 1.00 2172.060 2174.175 2178.256 2.12 2.12 2174.175 2.12 2.12

FP293 F17 1.10 1.70 2172.034 2174.175 2175.699 2.14 4.00 2174.175 2.14 4.00

FP294 F5 2.90 2.90 2172.058 2174.175 2175.699 2.12 17.80 2174.175 2.12 17.80

FP295 F6 3.10 3.10 2172.083 2174.175 2175.990 2.09 20.10 2174.175 2.09 20.10

FP296 F6 3.10 3.10 2172.020 2174.175 2175.990 2.16 20.71 2174.175 2.16 20.71

FP297 F6 3.10 3.10 2171.919 2174.175 2175.950 2.26 21.68 2174.175 2.26 21.68

FP298 F6 3.10 3.10 2171.853 2174.175 2175.920 2.32 22.31 2174.175 2.32 22.31

FP299 F6 3.10 3.10 2171.811 2174.175 2175.950 2.36 22.72 2174.175 2.36 22.72

FP300 F6 3.10 3.10 2171.810 2174.175 2176.080 2.37 22.73 2174.175 2.37 22.73

FP301 F8 3.40 3.40 2171.806 2174.175 2176.200 2.37 27.39 2174.175 2.37 27.39

FP302 F10 3.70 3.70 2171.625 2174.175 2178.890 2.55 34.91 2174.175 2.55 34.91

Depth of

excavation

Quantity of

excavation

Quantity of back fillingRemarks

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavationElevation of BODF

Natural grade

elevation

Page 7 of 93

Page 8: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 06

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

Depth of

excavation

Quantity of

excavation

Quantity of back fillingRemarks

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavationElevation of BODF

Natural grade

elevation

FP303 F9 3.50 3.50 2171.642 2174.175 2179.663 2.53 31.03 2174.175 2.53 31.03

FP304 F6 3.10 3.10 2171.670 2174.175 2178.180 2.51 24.07 2174.175 2.51 24.07

FP305 F6 3.10 3.10 2171.684 2174.175 2178.253 2.49 23.94 2174.175 2.49 23.94

FP306 F42 2.70 2.70 2171.941 2174.175 2179.250 2.23 16.29 2174.175 2.23 16.29

FP310 F1 2.10 2.10 2172.095 2174.175 2176.160 2.08 9.17 2174.175 2.08 9.17

FP311 F5 2.90 2.90 2172.081 2174.175 2176.560 2.09 17.61 2174.175 2.09 17.61

FP312 F5 2.90 2.90 2172.094 2174.175 2176.560 2.08 17.50 2174.175 2.08 17.50

FP318 F4 2.70 2.70 2174.818 2174.175 2176.652 1.83 13.37 2174.175 0.00 0.00

FP322 F2 2.40 2.40 2174.817 2174.175 2176.580 1.76 10.15 2174.175 0.00 0.00

2,082.44 2,058.92 M3

To wall footings

Area / Length Width BOGS+D fill

Required

height Quantity

#1 A25 , B1 2.28 2.00 2171.419 2174.175 2.76 12.57 2174.175 2.76 12.57

#2 ,, 8.03 2.00 2171.419 2174.175 2.76 44.26 2174.175 2.76 44.26

#3 A25 , B2 1.68 2.00 2171.897 2174.175 2.28 7.65 2174.175 2.28 7.65

#4 A25 , B3 2.60 2.00 2171.703 2174.175 2.47 12.85 2174.175 2.47 12.85

#5 A25 , B4 2.60 2.00 2171.613 2174.175 2.56 13.32 2174.175 2.56 13.32

#6 A25 , B5 2.60 2.00 2171.883 2174.175 2.29 11.92 2174.175 2.29 11.92

#7 A25 , B6 2.60 2.00 2171.891 2174.175 2.28 11.88 2174.175 2.28 11.88

#8 A25 , B7 2.55 2.00 2171.814 2174.175 2.36 12.04 2174.175 2.36 12.04

#9 A25 , B8 1.65 2.00 2171.871 2174.175 2.30 7.60 2174.175 2.30 7.60

#10 A25 , B10 0.85 2.00 2171.793 2174.175 2.38 4.04 2174.175 2.38 4.04

#11 A25 , B13 6.55 2.00 2171.895 2174.175 2.28 29.87 2174.175 2.28 29.87

#12 A25 , B15 2.55 2.00 2171.993 2174.175 2.18 11.13 2174.175 2.18 11.13

#13 A25 , B17 2.90 2.00 2172.026 2174.175 2.15 12.46 2174.175 2.15 12.46

#14 A25 , B19 3.00 2.00 2172.054 2174.175 2.12 12.73 2174.175 2.12 12.73

#15 A25 , B21 3.10 2.00 2172.067 2174.175 2.11 13.07 2174.175 2.11 13.07

#16 A25 , B23 3.25 2.00 2171.871 2174.175 2.30 14.98 2174.175 2.30 14.98

#17 B23,A26 3.60 2.00 2172.873 2174.175 1.30 9.37 2174.175 1.30 9.37

#18 ,, 1.85 2.00 2171.912 2174.175 2.26 8.37 2174.175 2.26 8.37

#19 A26, B19 2.95 2.00 2172.186 2174.175 1.99 11.74 2174.175 1.99 11.74

#20 A26, B17 2.50 2.00 2172.031 2174.175 2.14 10.72 2174.175 2.14 10.72

#21 A26,B18 2.50 2.00 2171.973 2174.175 2.20 11.01 2174.175 2.20 11.01

#22 B15,A28 7.40 2.00 2171.941 2174.175 2.23 33.06 2174.175 2.23 33.06

#23 A28,B13 3.10 2.00 2171.684 2174.175 2.49 15.44 2174.175 2.49 15.44

#24 A28,B12 2.90 2.00 2171.670 2174.175 2.51 14.53 2174.175 2.51 14.53

#25 A28,B11 1.20 2.00 2171.642 2174.175 2.53 6.08 2174.175 2.53 6.08

#26 A28,B10 2.40 2.00 2171.625 2174.175 2.55 12.24 2174.175 2.55 12.24

#27 Cont.. 2.70 2.00 2172.094 2174.175 2.08 11.24 2174.175 2.08 11.24

#28 3.10 2.00 2172.081 2174.175 2.09 12.98 2174.175 2.09 12.98

#29 5.33 2.00 2171.740 2174.175 2.44 25.93 2174.175 2.44 25.93

#30 74.40 1.00 2172.095 2174.175 2.08 154.75 2174.175 2.08 154.75

#31 28.40 2.00 2172.095 2174.175 2.08 118.14 2174.175 2.08 118.14

#32 2.30 2.00 2172.058 2174.175 2.12 9.74 2174.175 2.12 9.74

#33 32.75 2.00 2172.020 2174.175 2.16 141.15 2174.175 2.16 141.15

#34 19.00 2.00 2171.466 2174.175 2.71 102.94 2174.175 2.71 102.94

#35 3.38 2.00 2171.419 2174.175 2.76 18.63 2174.175 2.76 18.63

960.45 960.45 M3

Sub Terrain

Footing

Area / Length Width BOGS+D fill

Required

height Quantity

FP1 F21 1.70 1.70 2170.987 2178.675 2174.955 3.97 11.47 2178.675 7.69 22.22

FP2 F21 1.70 1.70 2172.452 2178.675 2174.955 2.50 7.23 2178.675 6.22 17.98

FP3 F21 1.70 1.70 2171.424 2178.675 2175.225 3.80 10.98 2178.675 7.25 20.96

FP4 F21 1.70 1.70 2171.001 2178.675 2175.225 4.22 12.21 2178.675 7.67 22.18

FP5 F19 2.80 3.40 2170.882 2178.675 2177.439 6.56 62.42 2178.675 7.79 74.19

FP6 F 1.00 1.00 2171.013 2178.675 2177.439 6.43 6.43 2178.675 7.66 7.66

FP7 F 1.00 1.00 2171.466 2178.675 2177.534 6.07 6.07 2178.675 7.21 7.21

FP8 F19 2.80 3.40 2171.918 2178.675 2177.534 5.62 53.46 2178.675 6.76 64.33

FP9 F23 1.70 3.10 2172.127 2178.675 2177.728 5.60 29.52 2178.675 6.55 34.51

FP10 F21 1.70 1.70 2172.335 2178.675 2177.728 5.39 15.59 2178.675 6.34 18.32

FP11 F21 1.70 1.70 2172.411 2178.675 2177.606 5.20 15.01 2178.675 6.26 18.10

FP12 F21 1.70 1.70 2172.486 2178.675 2177.606 5.12 14.80 2178.675 6.19 17.89

FP13 F21 1.70 1.70 2172.578 2178.675 2177.538 4.96 14.33 2178.675 6.10 17.62

FP14 F21 1.70 1.70 2172.670 2178.675 2177.755 5.09 14.70 2178.675 6.01 17.35

FP15 F21 1.70 1.70 2170.596 2178.675 2174.497 3.90 11.27 2178.675 8.08 23.35

Depth of

excavation

Quantity of

excavation

Quantity of back filling

Remarks

TOTAL

Number of

Footing Type of Footing

Dimension of blinding Elevation of

excavation Elevation of BODF

Natural grade

elevation

Natural grade

elevation

Depth of

excavation

Quantity of

excavation

Quantity of back filling

Remarks

TOTAL

Number of

Footing Type of Footing

Dimension of blinding Elevation of

excavation Elevation of BODF

Page 8 of 93

Page 9: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 06

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

Depth of

excavation

Quantity of

excavation

Quantity of back fillingRemarks

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavationElevation of BODF

Natural grade

elevation

FP16 F21 1.70 1.70 2170.427 2178.675 2174.400 3.97 11.48 2178.675 8.25 23.84

FP17 F21 1.70 1.70 2170.258 2178.675 2174.400 4.14 11.97 2178.675 8.42 24.33

FP18 F21 1.70 1.70 2171.460 2178.675 2175.370 3.91 11.30 2178.675 7.22 20.85

FP19 F21 1.70 1.70 2172.662 2178.675 2175.370 2.71 7.83 2178.675 6.01 17.38

FP20 F5 2.90 2.90 2172.739 2178.675 2174.955 2.22 18.64 2178.675 5.94 49.92

FP21 F5 2.90 2.90 2172.816 2178.675 2175.139 2.32 19.54 2178.675 5.86 49.27

FP22 F5 2.90 2.90 2173.180 2178.675 2175.225 2.05 17.20 2178.675 5.50 46.21

FP23 F20 3.30 4.60 2173.543 2178.675 2177.439 3.90 59.14 2178.675 5.13 77.90

FP24 F 1.00 1.00 2173.583 2178.675 2177.439 3.86 3.86 2178.675 5.09 5.09

FP25 F 1.00 1.00 2174.452 2178.675 2177.534 3.08 3.08 2178.675 4.22 4.22

FP26 F20 3.30 4.60 2173.137 2178.675 2177.534 4.40 66.75 2178.675 5.54 84.07

FP27 F5 2.90 2.90 2174.332 2178.675 2177.728 3.40 28.56 2178.675 4.34 36.52

FP28 F8 3.40 3.40 2175.198 2178.675 2177.728 2.53 29.25 2178.675 3.48 40.19

FP29 F8 3.40 3.40 2175.129 2178.675 2177.606 2.48 28.63 2178.675 3.55 40.99

FP30 F8 3.40 3.40 2174.041 2178.675 2177.538 3.50 40.43 2178.675 4.63 53.57

FP31 F5 2.90 2.90 2174.392 2178.675 2177.538 3.15 26.46 2178.675 4.28 36.02

FP32 F50 110.98 1.00 2174.357 2178.675 2177.803 3.45 382.44 2178.675 4.32 479.21

FP33 F2 2.40 2.40 2170.464 2178.675 2174.497 4.03 23.23 2178.675 8.21 47.30

FP34 F3 2.60 2.60 2170.431 2178.675 2175.000 4.57 30.89 2178.675 8.24 55.73

FP35 F3 2.60 2.60 2170.397 2178.675 2175.100 4.70 31.79 2178.675 8.28 55.96

FP36 F3 2.60 2.60 2172.554 2178.675 2175.170 2.62 17.68 2178.675 6.12 41.38

FP37 F3 2.60 2.60 2173.662 2178.675 2175.170 1.51 10.19 2178.675 5.01 33.89

FP38 F 1.00 1.00 2172.826 2178.675 2175.260 2.43 2.43 2178.675 5.85 5.85

FP39 F 1.00 1.00 2172.940 2178.675 2175.260 2.32 2.32 2178.675 5.74 5.74

FP40 F 1.00 1.00 2173.724 2178.675 2175.380 1.66 1.66 2178.675 4.95 4.95

FP41 F 1.00 1.00 2173.724 2178.675 2177.468 3.74 3.74 2178.675 4.95 4.95

FP42 F12 3.90 3.90 2173.242 2178.675 2177.468 4.23 64.28 2178.675 5.43 82.64

FP43 F 1.00 1.00 2173.454 2178.675 2177.595 4.14 4.14 2178.675 5.22 5.22

FP44 F 1.00 1.00 2174.047 2178.675 2177.595 3.55 3.55 2178.675 4.63 4.63

FP45 F* 1.00 1.35 2174.758 2178.675 2177.479 2.72 3.67 2178.675 3.92 5.29

FP46 F 1.00 1.00 2175.431 2178.675 2177.363 1.93 1.93 2178.675 3.24 3.24

FP47 F 1.00 1.00 2175.550 2178.675 2177.550 2.00 2.00 2178.675 3.13 3.13

FP48 F 1.00 1.00 2174.971 2178.675 2177.519 2.55 2.55 2178.675 3.70 3.70

FP49 F6 3.10 3.10 2170.689 2178.675 2174.720 4.03 38.74 2178.675 7.99 76.75

FP50 F6 3.10 3.10 2170.812 2178.675 2174.790 3.98 38.23 2178.675 7.86 75.56

FP51 F6 3.10 3.10 2170.870 2178.675 2175.035 4.16 40.03 2178.675 7.81 75.01

FP52 F6 3.10 3.10 2173.222 2178.675 2175.175 1.95 18.77 2178.675 5.45 52.40

FP53 F6 3.10 3.10 2172.389 2178.675 2175.175 2.79 26.77 2178.675 6.29 60.41

FP54 F9 3.50 3.50 2172.445 2178.675 2175.404 2.96 36.25 2178.675 6.23 76.32

FP55 F9 3.50 3.50 2172.380 2178.675 2175.542 3.16 38.73 2178.675 6.30 77.11

FP56 F9 3.50 3.50 2172.840 2178.675 2175.542 2.70 33.10 2178.675 5.84 71.48

FP57 CF1 2.70 5.20 2173.028 2178.675 2176.592 3.56 50.04 2178.675 5.65 79.28

FP58 F12 3.90 3.90 2173.462 2178.675 2177.468 4.01 60.93 2178.675 5.21 79.29

FP59 CF1 2.70 5.20 2174.686 2178.675 2177.761 3.07 43.17 2178.675 3.99 56.01

FP60 F10 3.70 3.70 2174.685 2178.675 2177.625 2.94 40.25 2178.675 3.99 54.62

FP61 F11 3.80 3.80 2175.001 2178.675 2177.499 2.50 36.07 2178.675 3.67 53.05

FP62 F11 3.80 3.80 2175.325 2178.675 2177.510 2.19 31.55 2178.675 3.35 48.37

FP63 F12 3.90 3.90 2174.682 2178.675 2178.681 4.00 60.82 2178.675 3.99 60.73

FP64 F39 89.65 1.00 2170.750 2178.675 2175.180 4.43 397.15 2178.675 7.93 710.48

FP65 F7 3.20 3.20 2171.312 2178.675 2175.671 4.36 44.64 2178.675 7.36 75.40

FP66 F7 3.20 3.20 2171.808 2178.675 2174.981 3.17 32.49 2178.675 6.87 70.32

FP67 F7 3.20 3.20 2172.170 2178.675 2174.981 2.81 28.78 2178.675 6.51 66.61

FP68 F9 3.50 3.50 2172.341 2178.675 2175.300 2.96 36.25 2178.675 6.33 77.59

FP69 F9 3.50 3.50 2172.828 2178.675 2176.520 3.69 45.23 2178.675 5.85 71.63

FP70 F9 3.50 3.50 2175.532 2178.675 2176.520 0.99 12.10 2178.675 3.14 38.50

FP71 F43 80.10 1.00 2175.532 2178.675 2176.590 1.06 84.75 2178.675 3.14 251.75

FP72 CF1 2.70 5.20 2175.261 2178.675 2177.730 2.47 34.66 2178.675 3.41 47.93

FP73 F10 3.70 3.70 2175.179 2178.675 2177.730 2.55 34.92 2178.675 3.50 47.86

FP74 F11 3.80 3.80 2175.003 2178.675 2177.499 2.50 36.04 2178.675 3.67 53.02

FP75 F11 3.80 3.80 2174.954 2178.675 2177.510 2.56 36.91 2178.675 3.72 53.73

FP76 F11 3.80 3.80 2174.813 2178.675 2178.680 3.87 55.84 2178.675 3.86 55.77

FP77 F13 4.10 4.10 2174.681 2178.675 2178.990 4.31 72.43 2178.675 3.99 67.14

FP78 F 1.00 1.00 2172.590 2178.675 2175.670 3.08 3.08 2178.675 6.09 6.09

FP79 F 1.00 1.00 2172.660 2178.675 2175.191 2.53 2.53 2178.675 6.02 6.02

FP80 F 1.00 1.00 2172.901 2178.675 2175.191 2.29 2.29 2178.675 5.77 5.77

FP81 F 1.00 1.00 2173.180 2178.675 2175.310 2.13 2.13 2178.675 5.50 5.50

FP82 F 1.00 1.00 2174.810 2178.675 2175.310 0.50 0.50 2178.675 3.87 3.87

FP83 F 1.00 1.00 2175.680 2178.675 2176.555 0.88 0.88 2178.675 3.00 3.00

FP84 F 1.00 1.00 2175.612 2178.675 2177.160 1.55 1.55 2178.675 3.06 3.06

FP85 F12 3.90 3.90 2175.612 2178.675 2177.700 2.09 31.76 2178.675 3.06 46.59

FP86 F 1.00 1.00 2175.683 2178.675 2177.700 2.02 2.02 2178.675 2.99 2.99

FP87 F* 1.00 1.35 2175.603 2178.675 2177.775 2.17 2.93 2178.675 3.07 4.15

FP88 F 1.00 1.00 2175.804 2178.675 2177.750 1.95 1.95 2178.675 2.87 2.87

FP89 F 1.00 1.00 2176.498 2178.675 2178.500 2.00 2.00 2178.675 2.18 2.18

FP90 F 1.00 1.00 2176.531 2178.675 2178.665 2.13 2.13 2178.675 2.14 2.14

Page 9 of 93

Page 10: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 06

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

Depth of

excavation

Quantity of

excavation

Quantity of back fillingRemarks

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavationElevation of BODF

Natural grade

elevation

FP91 F 1.00 1.00 2175.921 2178.675 2178.775 2.85 2.85 2178.675 2.75 2.75

FP92 F1 2.10 2.10 2172.014 2178.675 2175.317 3.30 14.57 2178.675 6.66 29.38

FP93 F5 2.90 2.90 2172.359 2178.675 2175.975 3.62 30.41 2178.675 6.32 53.12

FP94 F5 2.90 2.90 2172.464 2178.675 2175.180 2.72 22.84 2178.675 6.21 52.23

FP95 F5 2.90 2.90 2172.881 2178.675 2175.180 2.30 19.33 2178.675 5.79 48.73

FP96 F6 3.10 3.10 2173.105 2178.675 2175.210 2.11 20.23 2178.675 5.57 53.53

FP97 F6 3.10 3.10 2173.782 2178.675 2177.508 3.73 35.81 2178.675 4.89 47.02

FP98 F8 3.40 3.40 2174.446 2178.675 2177.570 3.12 36.11 2178.675 4.23 48.89

FP99 F10 3.70 3.70 2175.201 2178.675 2177.572 2.37 32.46 2178.675 3.47 47.56

FP100 F7 3.20 3.20 2175.715 2178.675 2177.741 2.03 20.75 2178.675 2.96 30.31

FP101 F13 4.10 4.10 2175.812 2178.675 2177.702 1.89 31.77 2178.675 2.86 48.13

FP102 F 1.00 1.00 2175.550 2178.675 2177.700 2.15 2.15 2178.675 3.13 3.13

FP103 F22 3.10 5.00 2175.588 2178.675 2178.064 2.48 38.38 2178.675 3.09 47.85

FP104 F10 3.70 3.70 2175.775 2178.675 2178.050 2.28 31.14 2178.675 2.90 39.70

FP105 F10 3.70 3.70 2175.949 2178.675 2178.350 2.40 32.87 2178.675 2.73 37.32

FP106 F13 4.10 4.10 2176.392 2178.675 2178.500 2.11 35.44 2178.675 2.28 38.38

FP107 F 1.00 1.00 2172.746 2178.675 2175.050 2.30 2.30 2178.675 5.93 5.93

FP108 F15 4.60 4.60 2174.606 2178.675 2177.508 2.90 61.41 2178.675 4.07 86.10

FP109 F 1.00 1.00 2174.948 2178.675 2177.570 2.62 2.62 2178.675 3.73 3.73

FP110 F12 3.90 3.90 2176.009 2178.675 2177.550 1.54 23.44 2178.675 2.67 40.55

FP111 F10 3.70 3.70 2175.650 2178.675 2177.700 2.05 28.06 2178.675 3.03 41.41

FP112 F 1.00 1.00 2175.875 2178.675 2177.600 1.72 1.72 2178.675 2.80 2.80

FP113 F29 3.25 3.65 2175.552 2178.675 2178.064 2.51 29.80 2178.675 3.12 37.05

FP114 F3 2.60 2.60 2175.412 2178.675 2178.064 2.65 17.93 2178.675 3.26 22.06

FP115 F3 2.60 2.60 2175.318 2178.675 2178.350 3.03 20.50 2178.675 3.36 22.69

FP116 F 1.00 1.00 2176.197 2178.675 2178.500 2.30 2.30 2178.675 2.48 2.48

FP117 F9 3.50 3.50 2174.396 2178.675 2179.118 4.72 57.84 2178.675 4.28 52.42

FP118 F 1.00 1.00 2175.361 2178.675 2175.990 0.63 0.63 2178.675 3.31 3.31

FP119 F 1.00 1.00 2175.401 2178.675 2175.990 0.59 0.59 2178.675 3.27 3.27

FP120 F9 3.50 3.50 2175.434 2178.675 2177.400 1.97 24.08 2178.675 3.24 39.70

FP121 F 1.00 1.00 2176.221 2178.675 2177.400 1.18 1.18 2178.675 2.45 2.45

FP122 F28 2.50 3.20 2175.837 2178.675 2178.250 2.41 19.30 2178.675 2.84 22.70

FP123 F21 1.70 1.70 2176.075 2178.675 2178.250 2.18 6.29 2178.675 2.60 7.51

FP124 F21 1.70 1.70 2176.324 2178.675 2180.500 4.18 12.07 2178.675 2.35 6.79

FP125 F1 2.10 2.10 2175.910 2178.675 2180.500 4.59 20.24 2178.675 2.77 12.19

FP126 F 1.00 1.00 2175.300 2178.675 2177.530 2.23 2.23 2178.675 3.38 3.38

FP127 F31 144.44 1.00 2175.248 2178.675 2176.368 1.12 161.77 2178.675 3.43 495.00

FP128 F9 3.50 3.50 2175.431 2178.675 2177.400 1.97 24.12 2178.675 3.24 39.74

FP129 F 1.00 1.00 2176.513 2178.675 2178.440 1.93 1.93 2178.675 2.16 2.16

FP130 F5 2.90 2.90 2176.089 2178.675 2178.440 2.35 19.77 2178.675 2.59 21.75

FP131 F41 26.95 1.00 2175.008 2178.675 2175.856 0.85 22.85 2178.675 3.67 98.83

FP132 F4 2.70 2.70 2174.226 2178.675 2175.675 1.45 10.56 2178.675 4.45 32.43

FP133 F5 2.90 2.90 2174.485 2178.675 2175.799 1.31 11.05 2178.675 4.19 35.24

FP134 F5 2.90 2.90 2174.010 2178.675 2176.500 2.49 20.94 2178.675 4.66 39.23

FP135 F5 2.90 2.90 2173.530 2178.675 2175.190 1.66 13.96 2178.675 5.14 43.27

FP136 F5 2.90 2.90 2173.919 2178.675 2175.200 1.28 10.77 2178.675 4.76 40.00

FP137 F5 2.90 2.90 2175.299 2178.675 2175.620 0.32 2.70 2178.675 3.38 28.39

FP138 F5 2.90 2.90 2174.880 2178.675 2175.856 0.98 8.21 2178.675 3.80 31.92

FP139 F9 3.50 3.50 2174.894 2178.675 2179.390 4.50 55.08 2178.675 3.78 46.32

FP140 F 1.00 1.00 2176.603 2178.675 2179.390 2.79 2.79 2178.675 2.07 2.07

FP141 F5 2.90 2.90 2175.121 2178.675 2177.710 2.59 21.77 2178.675 3.55 29.89

FP142 F 1.00 1.00 2176.002 2178.675 2177.710 1.71 1.71 2178.675 2.67 2.67

FP143 F 1.00 1.00 2176.139 2178.675 2177.710 1.57 1.57 2178.675 2.54 2.54

FP144 F 1.00 1.00 2175.427 2178.675 2178.678 3.25 3.25 2178.675 3.25 3.25

FP145 F 1.00 1.00 2174.512 2178.675 2175.750 1.24 1.24 2178.675 4.16 4.16

FP146 F 1.00 1.00 2173.614 2178.675 2175.428 1.81 1.81 2178.675 5.06 5.06

FP147 F 1.00 1.00 2174.017 2178.675 2175.428 1.41 1.41 2178.675 4.66 4.66

FP148 F 1.00 1.00 2174.436 2178.675 2175.787 1.35 1.35 2178.675 4.24 4.24

FP149 F 1.00 1.00 2174.616 2178.675 2175.787 1.17 1.17 2178.675 4.06 4.06

FP150 F 1.00 1.00 2174.938 2178.675 2176.018 1.08 1.08 2178.675 3.74 3.74

FP151 F 1.00 1.00 2175.021 2178.675 2176.018 1.00 1.00 2178.675 3.65 3.65

FP152 F9 3.50 3.50 2175.372 2178.675 2177.921 2.55 31.23 2178.675 3.30 40.46

FP153 F 1.00 1.00 2176.701 2178.675 2177.921 1.22 1.22 2178.675 1.97 1.97

FP154 F7 3.20 3.20 2175.726 2178.675 2179.399 3.67 37.61 2178.675 2.95 30.20

FP155 F 1.00 1.00 2175.119 2178.675 2176.430 1.31 1.31 2178.675 3.56 3.56

FP156 F6 3.10 3.10 2175.257 2178.675 2176.430 1.17 11.27 2178.675 3.42 32.85

FP157 F6 3.10 3.10 2175.513 2178.675 2177.235 1.72 16.55 2178.675 3.16 30.39

FP158 F11 3.80 3.80 2174.901 2178.675 2177.176 2.28 32.85 2178.675 3.77 54.50

FP159 F11 3.80 3.80 2174.032 2178.675 2175.705 1.67 24.16 2178.675 4.64 67.04

FP160 F11 3.80 3.80 2174.816 2178.675 2175.600 0.78 11.32 2178.675 3.86 55.72

FP161 F11 3.80 3.80 2175.412 2178.675 2175.787 0.38 5.42 2178.675 3.26 47.12

FP162 F11 3.80 3.80 2174.782 2178.675 2175.900 1.12 16.14 2178.675 3.89 56.21

FP163 F11 3.80 3.80 2174.435 2178.675 2176.010 1.58 22.74 2178.675 4.24 61.23

FP164 F11 3.80 3.80 2174.813 2178.675 2177.323 2.51 36.24 2178.675 3.86 55.77

FP165 F8 3.40 3.40 2174.609 2178.675 2177.323 2.71 31.37 2178.675 4.07 47.00

Page 10 of 93

Page 11: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 06

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

Depth of

excavation

Quantity of

excavation

Quantity of back fillingRemarks

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavationElevation of BODF

Natural grade

elevation

FP166 F10 3.70 3.70 2174.718 2178.675 2177.323 2.61 35.66 2178.675 3.96 54.17

FP167 F39 89.65 1.00 2175.563 2178.675 2176.467 0.90 81.04 2178.675 3.11 278.99

FP168 F 1.00 1.00 2175.502 2178.675 2175.705 0.20 0.20 2178.675 3.17 3.17

FP169 F 1.00 1.00 2174.901 2178.675 2175.705 0.80 0.80 2178.675 3.77 3.77

FP170 F 1.00 1.00 2174.342 2178.675 2175.753 1.41 1.41 2178.675 4.33 4.33

FP171 F 1.00 1.00 2174.993 2178.675 2175.753 0.76 0.76 2178.675 3.68 3.68

FP172 F 1.00 1.00 2175.787 2178.675 2176.046 0.26 0.26 2178.675 2.89 2.89

FP173 F 1.00 1.00 2175.613 2178.675 2176.046 0.43 0.43 2178.675 3.06 3.06

FP174 F 1.00 1.00 2175.509 2178.675 2176.870 1.36 1.36 2178.675 3.17 3.17

FP175 F 1.00 1.00 2175.111 2178.675 2176.870 1.76 1.76 2178.675 3.56 3.56

FP176 F 1.00 1.00 2174.903 2178.675 2176.960 2.06 2.06 2178.675 3.77 3.77

FP177 F 1.00 1.00 2176.329 2178.675 2177.450 1.12 1.12 2178.675 2.35 2.35

FP178 F12 3.90 3.90 2175.910 2178.675 2179.929 4.02 61.13 2178.675 2.77 42.06

FP179 F 1.00 1.00 2175.154 2178.675 2175.932 0.78 0.78 2178.675 3.52 3.52

FP180 F6 3.10 3.10 2175.351 2178.675 2175.932 0.58 5.58 2178.675 3.32 31.94

FP181 F6 3.10 3.10 2174.171 2178.675 2176.008 1.84 17.65 2178.675 4.50 43.28

FP182 F6 3.10 3.10 2174.631 2178.675 2176.008 1.38 13.23 2178.675 4.04 38.86

FP183 F6 3.10 3.10 2174.461 2178.675 2176.000 1.54 14.79 2178.675 4.21 40.50

FP184 F6 3.10 3.10 2175.681 2178.675 2176.040 0.36 3.45 2178.675 2.99 28.77

FP185 F20 3.30 4.60 2175.011 2178.675 2176.080 1.07 16.23 2178.675 3.66 55.62

FP186 F12 3.90 3.90 2175.003 2178.675 2176.573 1.57 23.88 2178.675 3.67 55.85

FP187 F12 3.90 3.90 2175.110 2178.675 2176.573 1.46 22.25 2178.675 3.57 54.22

FP188 F38 4.20 10.20 2174.998 2178.675 2176.573 1.57 67.47 2178.675 3.68 157.52

FP189 F 1.00 1.00 2176.211 2178.675 2177.057 0.85 0.85 2178.675 2.46 2.46

FP190 F10 3.70 3.70 2175.714 2178.675 2177.057 1.34 18.39 2178.675 2.96 40.54

FP191 F3 2.60 2.60 2176.652 2178.675 2178.148 1.50 10.11 2178.675 2.02 13.68

FP192 F 1.00 1.00 2174.440 2178.675 2175.319 0.88 0.88 2178.675 4.24 4.24

FP193 F 1.00 1.00 2174.813 2178.675 2175.319 0.51 0.51 2178.675 3.86 3.86

FP194 F 1.00 1.00 2174.420 2178.675 2175.595 1.17 1.17 2178.675 4.26 4.26

FP195 F 1.00 1.00 2174.712 2178.675 2175.595 0.88 0.88 2178.675 3.96 3.96

FP196 F 1.00 1.00 2175.156 2178.675 2175.850 0.69 0.69 2178.675 3.52 3.52

FP197 F 1.00 1.00 2175.633 2178.675 2175.960 0.33 0.33 2178.675 3.04 3.04

FP198 F6 3.10 3.10 2175.783 2178.675 2176.194 0.41 3.95 2178.675 2.89 27.79

FP199 F 1.00 1.00 2175.327 2178.675 2176.194 0.87 0.87 2178.675 3.35 3.35

FP200 F8 3.40 3.40 2175.423 2178.675 2176.573 1.15 13.29 2178.675 3.25 37.59

FP201 F 1.00 1.00 2176.314 2178.675 2182.117 5.80 5.80 2178.675 2.36 2.36

FP202 F6 3.10 3.10 2175.748 2178.675 2179.496 3.75 36.02 2178.675 2.93 28.13

FP203 F1 2.10 2.10 2176.538 2178.675 2179.496 2.96 13.04 2178.675 2.14 9.42

FP204 F 1.00 1.00 2176.516 2178.675 2178.148 1.63 1.63 2178.675 2.16 2.16

FP205 F6 3.10 3.10 2175.216 2178.675 2177.289 2.07 19.92 2178.675 3.46 33.24

FP206 F 1.00 1.00 2175.290 2178.675 2176.614 1.32 1.32 2178.675 3.39 3.39

FP207 F8 3.40 3.40 2175.303 2178.675 2176.614 1.31 15.16 2178.675 3.37 38.98

FP208 F10 3.70 3.70 2175.024 2178.675 2182.117 7.09 97.10 2178.675 3.65 49.98

FP209 F 1.00 1.00 2176.512 2178.675 2182.117 5.61 5.61 2178.675 2.16 2.16

FP210 F8 3.40 3.40 2175.813 2178.675 2179.080 3.27 37.77 2178.675 2.86 33.08

FP211 F2 2.40 2.40 2176.634 2178.675 2180.688 4.05 23.35 2178.675 2.04 11.76

FP212 F6 3.10 3.10 2176.163 2178.675 2178.035 1.87 17.99 2178.675 2.51 24.14

FP213 F6 3.10 3.10 2175.321 2178.675 2177.461 2.14 20.57 2178.675 3.35 32.23

FP214 F 1.00 1.00 2175.253 2178.675 2176.457 1.20 1.20 2178.675 3.42 3.42

FP215 F8 3.40 3.40 2175.211 2178.675 2176.457 1.25 14.40 2178.675 3.46 40.04

FP216 F10 3.70 3.70 2175.088 2178.675 2179.407 4.32 59.13 2178.675 3.59 49.11

FP217 F 1.00 1.00 2175.601 2178.675 2179.407 3.81 3.81 2178.675 3.07 3.07

FP218 F8 3.40 3.40 2175.895 2178.675 2178.598 2.70 31.25 2178.675 2.78 32.14

FP219 F2 2.40 2.40 2176.386 2178.675 2178.598 2.21 12.74 2178.675 2.29 13.18

FP220 F3 2.60 2.60 2176.442 2178.675 2178.110 1.67 11.28 2178.675 2.23 15.10

FP221 F 1.00 1.00 2176.258 2178.675 2177.640 1.38 1.38 2178.675 2.42 2.42

FP222 F 1.00 1.00 2176.493 2178.675 2177.640 1.15 1.15 2178.675 2.18 2.18

FP223 F2 2.40 2.40 2176.583 2178.675 2177.640 1.06 6.09 2178.675 2.09 12.05

FP240 F 1.00 1.00 2171.912 2178.675 2177.879 5.97 5.97 2178.675 6.76 6.76

FP276 F 1.00 1.00 2171.888 2178.675 2178.472 6.58 6.58 2178.675 6.79 6.79

FP291 F 1.00 1.00 2173.461 2178.675 2178.962 5.50 5.50 2178.675 5.21 5.21

FP292 F 1.00 1.00 2175.577 2178.675 2181.350 5.77 5.77 2178.675 3.10 3.10

FP307 F5 2.90 2.90 2173.179 2178.675 2179.175 6.00 50.43 2178.675 5.50 46.22

FP308 F5 2.90 2.90 2176.423 2178.675 2178.990 2.57 21.59 2178.675 2.25 18.94

FP309 F1 2.10 2.10 2176.325 2178.675 2178.718 2.39 10.55 2178.675 2.35 10.36

FP313 F5 2.90 2.90 2176.208 2178.675 2178.707 2.50 21.02 2178.675 2.47 20.75

FP314 F3 2.60 2.60 2173.797 2178.675 2177.558 3.76 25.42 2178.675 4.88 32.98

FP315 F1 2.10 2.10 2173.616 2178.675 2179.793 6.18 27.24 2178.675 5.06 22.31

FP316 F1 2.10 2.10 2173.811 2178.675 2177.770 3.96 17.46 2178.675 4.86 21.45

FP317 F1 2.10 2.10 2173.821 2178.675 2178.011 4.19 18.48 2178.675 4.85 21.41

FP319 F 1.00 1.00 2174.306 2178.675 2176.943 2.64 2.64 2178.675 4.37 4.37

FP320 F3 2.60 2.60 2175.526 2178.675 2176.943 1.42 9.58 2178.675 3.15 21.29

FP321 F4 2.70 2.70 2175.833 2178.675 2177.770 1.94 14.12 2178.675 2.84 20.72

FP323 F 1.00 1.00 2174.524 2178.675 2176.582 2.06 2.06 2178.675 4.15 4.15

FP324 F3 2.60 2.60 2175.418 2178.675 2176.897 1.48 10.00 2178.675 3.26 22.02

Page 11 of 93

Page 12: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 06

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

Depth of

excavation

Quantity of

excavation

Quantity of back fillingRemarks

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavationElevation of BODF

Natural grade

elevation

FP325 F 1.00 1.00 2175.703 2178.675 2177.400 1.70 1.70 2178.675 2.97 2.97

FP326 F 1.00 1.00 2173.799 2178.675 2179.946 6.15 6.15 2178.675 4.88 4.88

FP327 F1 2.10 2.10 2175.764 2178.675 2176.748 0.98 4.34 2178.675 2.91 12.84

FP328 F 1.00 1.00 2175.723 2178.675 2176.748 1.03 1.03 2178.675 2.95 2.95

FP329 F 1.00 1.00 2175.802 2178.675 2176.748 0.95 0.95 2178.675 2.87 2.87

FP330 F1 2.10 2.10 2175.814 2178.675 2176.748 0.93 4.12 2178.675 2.86 12.62

FP331 F 1.00 1.00 2175.923 2178.675 2177.134 1.21 1.21 2178.675 2.75 2.75

FP332 F1 2.10 2.10 2175.752 2178.675 2177.134 1.38 6.09 2178.675 2.92 12.89

FP333 F 1.00 1.00 2175.139 2178.675 2177.484 2.34 2.34 2178.675 3.54 3.54

FP334 F 1.00 1.00 2175.822 2178.675 2177.134 1.31 1.31 2178.675 2.85 2.85

FP335 F1 2.10 2.10 2173.837 2178.675 2177.484 3.65 16.08 2178.675 4.84 21.34

FP336 F1 2.10 2.10 2176.168 2178.675 2177.680 1.51 6.67 2178.675 2.51 11.06

FP337 F4 2.70 2.70 2173.681 2178.675 2177.630 3.95 28.79 2178.675 4.99 36.41

FP339 F4 2.70 2.70 2173.827 2178.675 2177.680 3.85 28.09 2178.675 4.85 35.34

FP340 F4 2.70 2.70 2173.971 2178.675 2177.680 3.71 27.04 2178.675 4.70 34.29

FP341 F4 2.70 2.70 2171.921 2178.675 2178.321 6.40 46.66 2178.675 6.75 49.24

FP342 F4 2.70 2.70 2174.518 2178.675 2177.483 2.97 21.61 2178.675 4.16 30.30

FP343 F25 2.00 2.30 2173.710 2178.675 2177.555 3.84 17.69 2178.675 4.97 22.84

FP344 F25 2.00 2.30 2173.821 2178.675 2177.555 3.73 17.18 2178.675 4.85 22.33

FP345 F25 2.00 2.30 2172.057 2178.675 2177.555 5.50 25.29 2178.675 6.62 30.44

FP346 F25 2.00 2.30 2171.843 2178.675 2177.538 5.70 26.20 2178.675 6.83 31.43

FP347 F24 1.60 2.00 2172.133 2178.675 2177.798 5.66 18.13 2178.675 6.54 20.93

FP348 F25 2.00 2.30 2174.185 2178.675 2177.555 3.37 15.50 2178.675 4.49 20.65

FP349 F19 2.80 3.40 2173.712 2178.675 2177.555 3.84 36.59 2178.675 4.96 47.25

FP350 F19 2.80 3.40 2173.452 2178.675 2177.538 4.09 38.90 2178.675 5.22 49.72

FP351 F25 2.00 2.30 2172.068 2178.675 2177.538 5.47 25.16 2178.675 6.61 30.39

FP352 F4 2.70 2.70 2174.219 2178.675 2177.483 3.26 23.79 2178.675 4.46 32.48

FP353 F25 2.00 2.30 2175.127 2178.675 2177.483 2.36 10.84 2178.675 3.55 16.32

FP354 F25 2.00 2.30 2172.103 2178.675 2177.500 5.40 24.83 2178.675 6.57 30.23

FP355 F24 1.60 2.00 2174.381 2178.675 2177.480 3.10 9.92 2178.675 4.29 13.74

FP356 F4 2.70 2.70 2174.356 2178.675 2177.270 2.91 21.24 2178.675 4.32 31.49

FP357 F26 2.20 2.80 2175.930 2178.675 2177.270 1.34 8.25 2178.675 2.75 16.91

FP358 F19 2.80 3.40 2175.984 2178.675 2177.350 1.37 13.00 2178.675 2.69 25.62

FP359 F19 2.80 3.40 2174.287 2178.675 2176.978 2.69 25.62 2178.675 4.39 41.77

FP360 F25 2.00 2.30 2172.093 2178.675 2176.978 4.89 22.47 2178.675 6.58 30.28

FP361 F24 1.60 2.00 2174.402 2178.675 2176.978 2.58 8.24 2178.675 4.27 13.67

FP362 F4 2.70 2.70 2174.219 2178.675 2176.936 2.72 19.81 2178.675 4.46 32.48

FP363 F 1.00 1.00 2174.886 2178.675 2177.150 2.26 2.26 2178.675 3.79 3.79

FP364 F26 2.20 2.80 2175.956 2178.675 2177.354 1.40 8.61 2178.675 2.72 16.75

FP365 F19 2.80 3.40 2175.956 2178.675 2177.209 1.25 11.93 2178.675 2.72 25.88

FP366 F19 2.80 3.40 2174.044 2178.675 2177.060 3.02 28.71 2178.675 4.63 44.09

FP367 F25 2.00 2.30 2172.117 2178.675 2176.978 4.86 22.36 2178.675 6.56 30.17

FP368 F24 1.60 2.00 2173.333 2178.675 2176.978 3.64 11.66 2178.675 5.34 17.09

FP370 F 1.00 1.00 2174.886 2178.675 2176.936 2.05 2.05 2178.675 3.79 3.79

FP371 F2 2.40 2.40 2175.192 2178.675 2177.354 2.16 12.45 2178.675 3.48 20.06

FP372 F 1.00 1.00 2176.250 2178.675 2177.354 1.10 1.10 2178.675 2.43 2.43

FP373 F19 2.80 3.40 2176.264 2178.675 2177.590 1.33 12.62 2178.675 2.41 22.95

FP374 F25 2.00 2.30 2173.669 2178.675 2177.380 3.71 17.07 2178.675 5.01 23.03

FP375 F25 2.00 2.30 2173.295 2178.675 2177.060 3.76 17.32 2178.675 5.38 24.75

FP376 F34 4.20 12.50 2174.613 2178.675 2177.803 3.19 167.48 2178.675 4.06 213.26

FP377 F3 2.60 2.60 2175.709 2178.675 2177.990 2.28 15.42 2178.675 2.97 20.05

FP378 F3 2.60 2.60 2175.174 2178.675 2177.990 2.82 19.04 2178.675 3.50 23.67

FP379 F35 4.20 15.20 2173.863 2178.675 2176.936 3.07 196.18 2178.675 4.81 307.20

FP380 F20 3.30 4.60 2176.051 2178.675 2177.258 1.21 18.32 2178.675 2.62 39.83

FP381 F49 98.97 1.00 2174.804 2178.675 2177.592 2.79 275.93 2178.675 3.87 383.11

FP382 F24 1.60 2.00 2174.939 2178.675 2177.592 2.65 8.49 2178.675 3.74 11.96

FP383 F6 3.10 3.10 2174.009 2178.675 2177.592 3.58 34.43 2178.675 4.67 44.84

FP384 F29 3.25 3.65 2174.507 2178.675 2179.763 5.26 62.35 2178.675 4.17 49.44

FP385 F24 1.60 2.00 2174.576 2178.675 2177.382 2.81 8.98 2178.675 4.10 13.12

FP386 F6 3.10 3.10 2174.905 2178.675 2177.382 2.48 23.80 2178.675 3.77 36.23

FP387 F6 3.10 3.10 2175.311 2178.675 2177.539 2.23 21.41 2178.675 3.36 32.33

FP388 F6 3.10 3.10 2175.118 2178.675 2177.539 2.42 23.27 2178.675 3.56 34.18

FP389 F6 3.10 3.10 2174.941 2178.675 2177.750 2.81 26.99 2178.675 3.73 35.88

FP390 F16 1.20 2.20 2174.991 2178.675 2177.750 2.76 7.28 2178.675 3.68 9.73

FP391 F6 3.10 3.10 2174.952 2178.675 2178.008 3.06 29.37 2178.675 3.72 35.78

FP392 F16 1.20 2.20 2174.962 2178.675 2178.005 3.04 8.03 2178.675 3.71 9.80

FP393 F5 2.90 2.90 2174.812 2178.675 2177.844 3.03 25.50 2178.675 3.86 32.49

FP394 F16 1.20 2.20 2174.093 2178.675 2177.844 3.75 9.90 2178.675 4.58 12.10

FP395 F 1.00 1.00 2174.126 2178.675 2177.844 3.72 3.72 2178.675 4.55 4.55

FP396 F 1.00 1.00 2175.813 2178.675 2178.153 2.34 2.34 2178.675 2.86 2.86

FP397 F 1.00 1.00 2175.342 2178.675 2178.503 3.16 3.16 2178.675 3.33 3.33

FP398 F45 153.33 1.00 2176.373 2178.675 2178.503 2.13 326.59 2178.675 2.30 352.97

FP399 F 1.00 1.00 2175.379 2178.675 2178.116 2.74 2.74 2178.675 3.30 3.30

FP400 F 1.00 1.00 2175.003 2178.675 2178.116 3.11 3.11 2178.675 3.67 3.67

FP401 F47 90.05 1.00 2175.143 2178.675 2180.207 5.06 456.01 2178.675 3.53 318.06

Page 12 of 93

Page 13: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 06

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

Depth of

excavation

Quantity of

excavation

Quantity of back fillingRemarks

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavationElevation of BODF

Natural grade

elevation

FP402 F 1.00 1.00 2174.651 2178.675 2179.087 4.44 4.44 2178.675 4.02 4.02

FP403 F 1.00 1.00 2174.240 2178.675 2179.087 4.44 4.44 2178.675 4.44 4.44

FP404 F 1.00 1.00 2174.050 2178.675 2179.087 4.63 4.63 2178.675 4.63 4.63

FP405 F 1.00 1.00 2175.610 2178.675 2177.258 1.65 1.65 2178.675 3.07 3.07

FP406 F 1.00 1.00 2175.002 2178.675 2180.441 5.44 5.44 2178.675 3.67 3.67

FP407 F 1.00 1.00 2174.915 2178.675 2180.441 5.53 5.53 2178.675 3.76 3.76

FP408 F 1.00 1.00 2175.008 2178.675 2178.102 3.09 3.09 2178.675 3.67 3.67

FP409 F 1.00 1.00 2175.002 2178.675 2177.730 2.73 2.73 2178.675 3.67 3.67

FP410 F 1.00 1.00 2175.113 2178.675 2177.730 2.62 2.62 2178.675 3.56 3.56

FP411 F 1.00 1.00 2174.967 2178.675 2177.930 2.96 2.96 2178.675 3.71 3.71

FP412 F 1.00 1.00 2174.693 2178.675 2177.930 3.24 3.24 2178.675 3.98 3.98

FP413 F 1.00 1.00 2174.283 2178.675 2177.840 3.56 3.56 2178.675 4.39 4.39

FP414 F 1.00 1.00 2173.876 2178.675 2177.840 3.96 3.96 2178.675 4.80 4.80

FP415 F 1.00 1.00 2175.472 2178.675 2178.651 3.18 3.18 2178.675 3.20 3.20

FP416 F 1.00 1.00 2176.801 2178.675 2181.238 4.44 4.44 2178.675 1.87 1.87

FP417 F1 2.10 2.10 2176.607 2178.675 2181.042 4.43 19.56 2178.675 2.07 9.12

FP418 F 1.00 1.00 2176.373 2178.675 2178.503 2.13 2.13 2178.675 2.30 2.30

FP419 F1 2.10 2.10 2176.680 2178.675 2179.395 2.00 8.80 2178.675 2.00 8.80

FP420 F 1.00 1.00 2175.620 2178.675 2178.660 3.04 3.04 2178.675 3.06 3.06

FP421 F1 2.10 2.10 2175.870 2178.675 2180.588 2.81 12.37 2178.675 2.81 12.37

FP422 F1 2.10 2.10 2175.820 2178.675 2179.983 2.86 12.59 2178.675 2.86 12.59

FP423 F1 2.10 2.10 2175.520 2178.675 2179.983 3.16 13.91 2178.675 3.16 13.91

FP424 F23 1.70 3.10 2176.119 2178.675 2179.601 3.48 18.35 2178.675 2.56 13.47

FP425 F48 120.47 1.00 2174.001 2175.24 2180.169 4.93 593.78 - - -

FP426 F 1.00 1.00 2174.001 2174.9 2181.084 6.18 6.18 - - -

FP427 F 1.00 1.00 2174.001 2174.61 2181.084 6.47 6.47 - - -

FP428 F 1.00 1.00 2175.400 2178.675 2177.443 2.04 2.04 2178.675 3.28 3.28

FP429 F27 4.90 4.90 2175.396 2178.675 2177.443 2.05 49.15 2178.675 3.28 78.73

FP430 F27 4.90 4.90 2175.362 2178.675 2177.810 2.45 58.78 2178.675 3.31 79.55

FP431 F7 3.20 3.20 2175.284 2178.675 2178.029 2.74 28.11 2178.675 3.39 34.72

FP432 F8 3.40 3.40 2175.128 2178.675 2178.669 3.54 40.93 2178.675 3.55 41.00

FP433 F8 3.40 3.40 2174.936 2178.675 2179.953 5.02 58.00 2178.675 3.74 43.22

FP434 F8 3.40 3.40 2174.918 2178.675 2178.875 3.96 45.74 2178.675 3.76 43.43

FP435 F8 3.40 3.40 2174.924 2178.675 2177.956 3.03 35.05 2178.675 3.75 43.36

FP436 F8 3.40 3.40 2175.102 2178.675 2177.956 2.85 32.99 2178.675 3.57 41.30

FP437 F9 3.50 3.50 2174.945 2178.675 2177.870 2.92 35.83 2178.675 3.73 45.69

FP438 F10 3.70 3.70 2174.588 2178.675 2177.872 3.28 44.96 2178.675 4.09 55.95

FP439 F9 3.50 3.50 2173.521 2178.675 2177.872 4.35 53.30 2178.675 5.15 63.14

FP440 F 1.00 1.00 2173.415 2178.675 2177.858 4.44 4.44 2178.675 5.26 5.26

FP441 F 1.00 1.00 2174.140 2178.675 2180.169 6.03 6.03 2178.675 4.54 4.54

FP442 F14 4.30 4.30 2174.882 2178.675 2177.443 2.56 47.35 2178.675 3.79 70.13

FP443 F10 3.70 3.70 2175.414 2178.675 2177.443 2.03 27.78 2178.675 3.26 44.64

FP444 F 1.00 1.00 2175.381 2178.675 2177.811 2.43 2.43 2178.675 3.29 3.29

FP445 F9 3.50 3.50 2175.392 2178.675 2177.811 2.42 29.63 2178.675 3.28 40.22

FP446 F7 3.20 3.20 2175.212 2178.675 2178.284 3.07 31.46 2178.675 3.46 35.46

FP447 F7 3.20 3.20 2175.301 2178.675 2179.419 4.12 42.17 2178.675 3.37 34.55

FP448 F7 3.20 3.20 2174.921 2178.675 2179.419 4.50 46.06 2178.675 3.75 38.44

FP449 F 1.00 1.00 2174.961 2178.675 2178.875 3.91 3.91 2178.675 3.71 3.71

FP450 F8 3.40 3.40 2174.971 2178.675 2177.956 2.99 34.51 2178.675 3.70 42.82

FP451 F8 3.40 3.40 2175.095 2178.675 2177.956 2.86 33.07 2178.675 3.58 41.38

FP452 F 1.00 1.00 2174.951 2178.675 2177.872 2.92 2.92 2178.675 3.72 3.72

FP453 F46 79.58 1.00 2173.362 2178.675 2177.865 4.50 358.35 2178.675 5.31 422.81

FP454 F8 3.40 3.40 2174.433 2178.675 2179.601 5.17 59.74 2178.675 4.24 49.04

FP455 F* 1.00 1.35 2174.408 2178.675 2178.600 4.19 5.66 2178.675 4.27 5.76

FP456 F37 3.20 7.20 2174.380 2178.675 2178.600 4.22 97.23 2178.675 4.30 98.96

FP457 F38 4.20 10.20 2175.774 2178.675 2177.826 2.05 87.91 2178.675 2.90 124.28

FP458 F* 1.00 1.35 2175.782 2178.675 2177.826 2.04 2.76 2178.675 2.89 3.91

FP459 F11 3.80 3.80 2175.438 2178.675 2178.061 2.62 37.88 2178.675 3.24 46.74

FP460 F6 3.10 3.10 2175.218 2178.675 2178.532 3.31 31.85 2178.675 3.46 33.22

FP461 F6 3.10 3.10 2175.289 2178.675 2179.942 4.65 44.72 2178.675 3.39 32.54

FP462 F8 3.40 3.40 2175.281 2178.675 2178.162 2.88 33.30 2178.675 3.39 39.23

FP463 F 1.00 1.00 2175.281 2178.675 2178.162 2.88 2.88 2178.675 3.39 3.39

FP464 F8 3.40 3.40 2175.310 2178.675 2178.010 2.70 31.21 2178.675 3.37 38.90

FP465 F8 3.40 3.40 2175.131 2178.675 2178.010 2.88 33.28 2178.675 3.54 40.97

FP466 F 1.00 1.00 2175.448 2178.675 2177.813 2.37 2.37 2178.675 3.23 3.23

FP467 F 1.00 1.00 2173.314 2178.675 2177.667 4.35 4.35 2178.675 5.36 5.36

FP468 F 1.00 1.00 2173.351 2178.675 2177.667 4.32 4.32 2178.675 5.32 5.32

FP469 F22A 3.10 5.00 2176.470 2178.675 2184.010 7.54 116.87 2178.675 2.21 34.18

FP470 F 1.00 1.00 2176.382 2178.675 2184.010 7.63 7.63 2178.675 2.29 2.29

FP471 F21 1.70 1.70 2175.651 2178.675 2179.601 3.95 11.42 2178.675 3.02 8.74

FP472 F5 2.90 2.90 2174.961 2178.675 2178.710 3.75 31.53 2178.675 3.71 31.23

FP473 F 1.00 1.00 2175.629 2178.675 2178.710 3.08 3.08 2178.675 3.05 3.05

FP474 F9 3.50 3.50 2175.670 2178.675 2177.834 2.16 26.51 2178.675 3.01 36.81

FP475 F 1.00 1.00 2175.745 2178.675 2178.868 3.12 3.12 2178.675 2.93 2.93

FP476 F7 3.20 3.20 2175.366 2178.675 2178.061 2.70 27.60 2178.675 3.31 33.88

Page 13 of 93

Page 14: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 06

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

Depth of

excavation

Quantity of

excavation

Quantity of back fillingRemarks

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavationElevation of BODF

Natural grade

elevation

FP477 F1 2.10 2.10 2175.380 2178.675 2179.892 4.51 19.90 2178.675 3.30 14.53

FP478 F 1.00 1.00 2175.371 2178.675 2179.392 4.02 4.02 2178.675 3.30 3.30

FP479 F30 2.95 3.80 2175.334 2178.675 2178.220 2.89 32.35 2178.675 3.34 37.45

FP480 F 1.00 1.00 2175.341 2178.675 2178.220 2.88 2.88 2178.675 3.33 3.33

FP481 F6 3.10 3.10 2175.410 2178.675 2178.010 2.60 24.99 2178.675 3.27 31.38

FP482 F6 3.10 3.10 2175.219 2178.675 2178.010 2.79 26.82 2178.675 3.46 33.21

FP483 F 1.00 1.00 2175.173 2178.675 2177.813 2.64 2.64 2178.675 3.50 3.50

FP484 F5 2.90 2.90 2175.342 2178.675 2177.813 2.47 20.78 2178.675 3.33 28.03

FP485 F 1.00 1.00 2175.397 2178.675 2177.660 2.26 2.26 2178.675 3.28 3.28

FP486 F 1.00 1.00 2176.362 2178.675 2181.674 5.31 5.31 2178.675 2.31 2.31

FP487 F 1.00 1.00 2175.651 2178.675 2178.920 3.27 3.27 2178.675 3.02 3.02

FP488 F 1.00 1.00 2176.048 2178.675 2178.240 2.19 2.19 2178.675 2.63 2.63

FP489 F21 1.70 1.70 2176.048 2178.675 2178.244 2.20 6.35 2178.675 2.63 7.59

FP490 F5 2.90 2.90 2175.702 2178.675 2178.063 2.36 19.86 2178.675 2.97 25.00

FP491 F 1.00 1.00 2175.643 2178.675 2178.063 2.42 2.42 2178.675 3.03 3.03

FP492 F9 3.50 3.50 2175.594 2178.675 2177.882 2.29 28.03 2178.675 3.08 37.74

FP493 F8 3.40 3.40 2175.577 2178.675 2177.882 2.30 26.65 2178.675 3.10 35.81

FP494 F 1.00 1.00 2175.531 2178.675 2178.077 2.55 2.55 2178.675 3.14 3.14

FP495 F7 3.20 3.20 2175.371 2178.675 2178.332 2.96 30.32 2178.675 3.30 33.83

FP496 F1 2.10 2.10 2175.239 2178.675 2178.772 3.53 15.58 2178.675 3.44 15.15

FP497 F 1.00 1.00 2175.472 2178.675 2178.772 3.30 3.30 2178.675 3.20 3.20

FP498 F30 2.95 3.80 2175.384 2178.675 2178.290 2.91 32.58 2178.675 3.29 36.89

FP499 F 1.00 1.00 2175.212 2178.675 2178.290 3.08 3.08 2178.675 3.46 3.46

FP500 F6 3.10 3.10 2175.098 2178.675 2178.027 2.93 28.15 2178.675 3.58 34.37

FP501 F6 3.10 3.10 2174.728 2178.675 2178.027 3.30 31.70 2178.675 3.95 37.93

FP502 F 1.00 1.00 2175.313 2178.675 2177.634 2.32 2.32 2178.675 3.36 3.36

FP503 F5 2.90 2.90 2175.401 2178.675 2177.634 2.23 18.78 2178.675 3.27 27.53

FP504 F 1.00 1.00 2175.457 2178.675 2177.413 1.96 1.96 2178.675 3.22 3.22

FP505 F21 1.70 1.70 2175.716 2178.675 2178.244 2.53 7.31 2178.675 2.96 8.55

FP506 F5 2.90 2.90 2175.613 2178.675 2178.063 2.45 20.60 2178.675 3.06 25.75

FP507 F 1.00 1.00 2175.479 2178.675 2178.063 2.58 2.58 2178.675 3.20 3.20

FP508 F9 3.50 3.50 2175.099 2178.675 2178.120 3.02 37.01 2178.675 3.58 43.81

FP509 F8 3.40 3.40 2175.494 2178.675 2178.120 2.63 30.36 2178.675 3.18 36.77

FP510 F 1.00 1.00 2175.560 2178.675 2178.120 2.56 2.56 2178.675 3.12 3.12

FP511 F7 3.20 3.20 2175.022 2178.675 2178.240 3.22 32.95 2178.675 3.65 37.41

FP512 F1 2.10 2.10 2175.393 2178.675 2178.500 3.11 13.70 2178.675 3.28 14.47

FP513 F 1.00 1.00 2175.421 2178.675 2178.500 3.08 3.08 2178.675 3.25 3.25

FP514 F30 2.95 3.80 2175.453 2178.675 2178.290 2.84 31.80 2178.675 3.22 36.12

FP515 F 1.00 1.00 2175.318 2178.675 2178.290 2.97 2.97 2178.675 3.36 3.36

FP516 F6 3.10 3.10 2174.623 2178.675 2178.027 3.40 32.71 2178.675 4.05 38.94

FP517 F6 3.10 3.10 2174.352 2178.675 2178.027 3.68 35.32 2178.675 4.32 41.54

FP518 F 1.00 1.00 2175.312 2178.675 2177.634 2.32 2.32 2178.675 3.36 3.36

FP519 F5 2.90 2.90 2175.411 2178.675 2177.634 2.22 18.70 2178.675 3.26 27.45

FP520 F 1.00 1.00 2175.474 2178.675 2177.413 1.94 1.94 2178.675 3.20 3.20

FP521 F21 1.70 1.70 2175.802 2178.675 2178.281 2.48 7.16 2178.675 2.87 8.30

FP522 F5 2.90 2.90 2175.414 2178.675 2178.281 2.87 24.11 2178.675 3.26 27.43

FP523 F 1.00 1.00 2175.460 2178.675 2178.281 2.82 2.82 2178.675 3.22 3.22

FP524 F9 3.50 3.50 2175.381 2178.675 2178.123 2.74 33.59 2178.675 3.29 40.35

FP525 F8 3.40 3.40 2175.281 2178.675 2178.123 2.84 32.85 2178.675 3.39 39.23

FP526 F 1.00 1.00 2175.117 2178.675 2178.123 3.01 3.01 2178.675 3.56 3.56

FP527 F7 3.20 3.20 2175.083 2178.675 2178.248 3.16 32.41 2178.675 3.59 36.78

FP528 F1 2.10 2.10 2175.618 2178.675 2178.248 2.63 11.60 2178.675 3.06 13.48

FP529 F 1.00 1.00 2175.502 2178.675 2178.144 2.64 2.64 2178.675 3.17 3.17

FP530 F30 2.95 3.80 2175.003 2178.675 2178.144 3.14 35.21 2178.675 3.67 41.16

FP531 F 1.00 1.00 2175.311 2178.675 2177.941 2.63 2.63 2178.675 3.36 3.36

FP532 F6 3.10 3.10 2174.531 2178.675 2177.941 3.41 32.77 2178.675 4.14 39.82

FP533 F6 3.10 3.10 2174.449 2178.675 2177.728 3.28 31.51 2178.675 4.23 40.61

FP534 F 1.00 1.00 2174.901 2178.675 2177.438 2.54 2.54 2178.675 3.77 3.77

FP535 F5 2.90 2.90 2175.399 2178.675 2177.438 2.04 17.15 2178.675 3.28 27.55

FP536 F 1.00 1.00 2175.309 2178.675 2177.280 1.97 1.97 2178.675 3.37 3.37

FP537 F21 1.70 1.70 2175.937 2178.675 2178.548 2.61 7.55 2178.675 2.74 7.91

FP538 F 1.00 1.00 2175.996 2178.675 2178.548 2.55 2.55 2178.675 2.68 2.68

FP539 F5 2.90 2.90 2175.904 2178.675 2178.264 2.36 19.85 2178.675 2.77 23.30

FP540 F 1.00 1.00 2176.069 2178.675 2178.264 2.20 2.20 2178.675 2.61 2.61

FP541 F9 3.50 3.50 2175.273 2178.675 2178.123 2.85 34.91 2178.675 3.40 41.67

FP542 F8 3.40 3.40 2175.307 2178.675 2178.123 2.82 32.55 2178.675 3.37 38.93

FP543 F 1.00 1.00 2175.415 2178.675 2178.123 2.71 2.71 2178.675 3.26 3.26

FP544 F7 3.20 3.20 2175.307 2178.675 2178.248 2.94 30.12 2178.675 3.37 34.49

FP545 F1 2.10 2.10 2175.683 2178.675 2178.594 2.91 12.84 2178.675 2.99 13.19

FP546 F 1.00 1.00 2175.701 2178.675 2178.144 2.44 2.44 2178.675 2.97 2.97

FP547 F30 2.95 3.80 2175.232 2178.675 2178.144 2.91 32.64 2178.675 3.44 38.60

FP548 F 1.00 1.00 2175.121 2178.675 2177.941 2.82 2.82 2178.675 3.55 3.55

FP549 F6 3.10 3.10 2174.903 2178.675 2177.941 3.04 29.20 2178.675 3.77 36.25

FP550 F6 3.10 3.10 2175.001 2178.675 2177.728 2.73 26.21 2178.675 3.67 35.31

FP551 F 1.00 1.00 2175.042 2178.675 2177.438 2.40 2.40 2178.675 3.63 3.63

Page 14 of 93

Page 15: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 06

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

Depth of

excavation

Quantity of

excavation

Quantity of back fillingRemarks

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavationElevation of BODF

Natural grade

elevation

FP552 F5 2.90 2.90 2175.094 2178.675 2177.438 2.34 19.71 2178.675 3.58 30.12

FP553 F 1.00 1.00 2175.907 2178.675 2178.354 2.45 2.45 2178.675 2.77 2.77

FP554 F 1.00 1.00 2175.703 2178.675 2178.354 2.65 2.65 2178.675 2.97 2.97

FP555 F4 2.70 2.70 2175.518 2178.675 2178.354 2.84 20.67 2178.675 3.16 23.01

FP556 F 1.00 1.00 2175.623 2178.675 2178.354 2.73 2.73 2178.675 3.05 3.05

FP557 F9 3.50 3.50 2175.278 2178.675 2178.170 2.89 35.43 2178.675 3.40 41.61

FP558 F8 3.40 3.40 2175.316 2178.675 2178.170 2.85 32.99 2178.675 3.36 38.83

FP559 F 1.00 1.00 2175.502 2178.675 2178.170 2.67 2.67 2178.675 3.17 3.17

FP560 F7 3.20 3.20 2175.313 2178.675 2178.594 3.28 33.60 2178.675 3.36 34.43

FP561 F1 2.10 2.10 2175.481 2178.675 2178.594 3.11 13.73 2178.675 3.19 14.09

FP562 F 1.00 1.00 2175.453 2178.675 2178.156 2.70 2.70 2178.675 3.22 3.22

FP563 F30 2.95 3.80 2175.153 2178.675 2178.156 3.00 33.66 2178.675 3.52 39.48

FP564 F 1.00 1.00 2175.136 2178.675 2177.660 2.52 2.52 2178.675 3.54 3.54

FP565 F6 3.10 3.10 2175.068 2178.675 2177.660 2.59 24.91 2178.675 3.61 34.66

FP566 F6 3.10 3.10 2175.908 2178.675 2177.728 1.82 17.49 2178.675 2.77 26.59

FP567 F 1.00 1.00 2175.105 2178.675 2178.721 3.62 3.62 2178.675 3.57 3.57

FP568 F5 2.90 2.90 2175.230 2178.675 2178.721 3.49 29.36 2178.675 3.45 28.97

FP569 F 1.00 1.00 2175.792 2178.675 2178.533 2.74 2.74 2178.675 2.88 2.88

FP570 F16 1.20 2.20 2175.553 2178.675 2178.354 2.80 7.39 2178.675 3.12 8.24

FP571 F7 3.20 3.20 2175.604 2178.675 2178.354 2.75 28.16 2178.675 3.07 31.45

FP572 F 1.00 1.00 2175.549 2178.675 2178.354 2.80 2.80 2178.675 3.13 3.13

FP573 F11 3.80 3.80 2175.428 2178.675 2178.354 2.93 42.25 2178.675 3.25 46.89

FP574 F8 3.40 3.40 2175.483 2178.675 2178.170 2.69 31.06 2178.675 3.19 36.90

FP575 F 1.00 1.00 2175.692 2178.675 2178.170 2.48 2.48 2178.675 2.98 2.98

FP576 F29 3.25 3.65 2175.605 2178.675 2178.594 2.99 35.46 2178.675 3.07 36.42

FP577 F29 3.25 3.65 2175.503 2178.675 2178.156 2.65 31.47 2178.675 3.17 37.63

FP578 F29 3.25 3.65 2175.159 2178.675 2178.156 3.00 35.55 2178.675 3.52 41.71

FP579 F9 3.50 3.50 2175.201 2178.675 2177.660 2.46 30.12 2178.675 3.47 42.56

FP580 F* 1.00 1.35 2175.101 2178.675 2177.660 2.56 3.45 2178.675 3.57 4.82

FP581 F8 3.40 3.40 2175.129 2178.675 2177.660 2.53 29.26 2178.675 3.55 40.99

FP582 F8 3.40 3.40 2174.744 2178.675 2177.566 2.82 32.62 2178.675 3.93 45.44

FP583 F* 1.00 1.35 2175.299 2178.675 2177.566 2.27 3.06 2178.675 3.38 4.56

FP584 F6 3.10 3.10 2175.952 2178.675 2177.306 1.35 13.01 2178.675 2.72 26.17

FP585 F23 1.70 3.10 2175.817 2178.675 2178.376 2.56 13.49 2178.675 2.86 15.06

FP586 F5 2.90 2.90 2175.820 2178.675 2178.530 2.71 22.79 2178.675 2.86 24.01

FP587 F 1.00 1.00 2175.614 2178.675 2179.289 3.68 3.68 2178.675 3.06 3.06

FP588 F7 3.20 3.20 2175.572 2178.675 2179.289 3.72 38.06 2178.675 3.10 31.77

FP589 F 1.00 1.00 2175.861 2178.675 2179.289 3.43 3.43 2178.675 2.81 2.81

FP590 F7 3.20 3.20 2175.398 2178.675 2177.967 2.57 26.31 2178.675 3.28 33.56

FP591 F 1.00 1.00 2175.386 2178.675 2177.967 2.58 2.58 2178.675 3.29 3.29

FP592 F 1.00 1.00 2175.413 2178.675 2177.671 2.26 2.26 2178.675 3.26 3.26

FP593 F 1.00 1.00 2175.534 2178.675 2177.671 2.14 2.14 2178.675 3.14 3.14

FP594 F8 3.40 3.40 2175.026 2178.675 2177.329 2.30 26.62 2178.675 3.65 42.18

FP595 F44 4.70 6.20 2174.697 2178.675 2177.329 2.63 76.70 2178.675 3.98 115.92

FP596 F 1.00 1.00 2175.222 2178.675 2176.985 1.76 1.76 2178.675 3.45 3.45

FP597 F5 2.90 2.90 2175.255 2178.675 2176.985 1.73 14.55 2178.675 3.42 28.76

FP598 F 1.00 1.00 2176.014 2178.675 2178.376 2.36 2.36 2178.675 2.66 2.66

FP599 F32 8.70 11.70 2175.689 2178.675 2178.530 2.84 289.19 2178.675 2.99 303.94

FP600 F10 3.70 3.70 2175.813 2178.675 2179.008 3.19 43.74 2178.675 2.86 39.18

FP601 F8 3.40 3.40 2175.708 2178.675 2179.289 3.58 41.40 2178.675 2.97 34.30

FP602 F8 3.40 3.40 2175.952 2178.675 2178.521 2.57 29.70 2178.675 2.72 31.48

FP603 F20 3.30 4.60 2175.742 2178.675 2178.154 2.41 36.61 2178.675 2.93 44.52

FP604 F8 3.40 3.40 2175.379 2178.675 2177.967 2.59 29.92 2178.675 3.30 38.10

FP605 F38 4.20 10.20 2175.099 2178.675 2177.967 2.87 122.87 2178.675 3.58 153.20

FP606 F9 3.50 3.50 2175.343 2178.675 2177.329 1.99 24.33 2178.675 3.33 40.82

FP607 F 1.00 1.00 2175.343 2178.675 2177.329 1.99 1.99 2178.675 3.33 3.33

FP608 F23 1.70 3.10 2175.346 2178.675 2176.985 1.64 8.64 2178.675 3.33 17.54

FP609 F 1.00 1.00 2175.241 2178.675 2176.985 1.74 1.74 2178.675 3.43 3.43

FP610 F 1.00 1.00 2175.624 2178.675 2180.780 5.16 5.16 2178.675 3.05 3.05

FP611 F 1.00 1.00 2176.120 2178.675 2180.780 4.66 4.66 2178.675 2.56 2.56

FP612 F 1.00 1.00 2175.877 2178.675 2180.384 4.51 4.51 2178.675 2.80 2.80

To footings

FP613 F* 1.00 1.35 2176.117 2178.675 2180.384 4.27 5.76 2178.675 2.56 3.45

FP614 F 1.00 1.00 2176.443 2178.675 2178.314 1.87 1.87 2178.675 2.23 2.23

FP615 F38 4.20 10.20 2176.206 2178.675 2178.575 2.37 101.49 2178.675 2.47 105.77

FP616 F 1.00 1.00 2175.180 2178.675 2177.802 2.62 2.62 2178.675 3.50 3.50

FP617 F 1.00 1.00 2175.186 2178.675 2177.802 2.62 2.62 2178.675 3.49 3.49

FP618 F6 3.10 3.10 2174.895 2178.675 2177.508 2.61 25.11 2178.675 3.78 36.33

FP619 CF2 2.20 6.20 2175.042 2178.675 2177.156 2.11 28.83 2178.675 3.63 49.55

FP620 F2 2.40 2.40 2175.775 2178.675 2182.590 6.82 39.25 2178.675 2.90 16.70

FP621 F7 3.20 3.20 2175.174 2178.675 2181.401 6.23 63.76 2178.675 3.50 35.85

FP622 F7 3.20 3.20 2176.238 2178.675 2181.326 5.09 52.10 2178.675 2.44 24.95

FP623 F7 3.20 3.20 2175.209 2178.675 2181.272 6.06 62.09 2178.675 3.47 35.49

FP624 F7 3.20 3.20 2175.997 2178.675 2180.812 4.82 49.31 2178.675 2.68 27.42

FP625 F3 2.60 2.60 2176.317 2178.675 2178.575 2.26 15.26 2178.675 2.36 15.94

Page 15 of 93

Page 16: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 06

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

Depth of

excavation

Quantity of

excavation

Quantity of back fillingRemarks

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavationElevation of BODF

Natural grade

elevation

FP626 F 1.00 1.00 2175.550 2178.675 2179.029 3.48 3.48 2178.675 3.13 3.13

FP627 F 1.00 1.00 2175.468 2178.675 2177.508 2.04 2.04 2178.675 3.21 3.21

FP628 F14 4.30 4.30 2175.142 2178.675 2177.508 2.37 43.75 2178.675 3.53 65.33

FP629 F7 3.20 3.20 2175.342 2178.675 2177.508 2.17 22.18 2178.675 3.33 34.13

FP630 F 1.00 1.00 2175.281 2178.675 2177.156 1.88 1.88 2178.675 3.39 3.39

FP631 F5 2.90 2.90 2174.928 2178.675 2177.156 2.23 18.74 2178.675 3.75 31.51

FP632 F10 3.70 3.70 2175.350 2178.675 2177.968 2.62 35.84 2178.675 3.33 45.52

FP633 F 1.00 1.00 2175.601 2178.675 2177.968 2.37 2.37 2178.675 3.07 3.07

FP634 F5 2.90 2.90 2175.391 2178.675 2177.670 2.28 19.17 2178.675 3.28 27.62

FP635 F5 2.90 2.90 2175.066 2178.675 2177.670 2.60 21.90 2178.675 3.61 30.35

FP636 F 1.00 1.00 2174.954 2178.675 2177.156 2.20 2.20 2178.675 3.72 3.72

FP637 F3 2.60 2.60 2174.895 2178.675 2177.156 2.26 15.28 2178.675 3.78 25.55

FP638 F3 2.60 2.60 2175.464 2178.675 2178.080 2.62 17.68 2178.675 3.21 21.71

FP639 F 1.00 1.00 2175.466 2178.675 2177.849 2.38 2.38 2178.675 3.21 3.21

FP640 F5 2.90 2.90 2175.218 2178.675 2177.849 2.63 22.13 2178.675 3.46 29.07

FP641 F5 2.90 2.90 2175.227 2178.675 2177.849 2.62 22.05 2178.675 3.45 29.00

FP642 F 1.00 1.00 2175.560 2178.675 2177.303 1.74 1.74 2178.675 3.12 3.12

FP643 F3 2.60 2.60 2175.210 2178.675 2177.303 2.09 14.15 2178.675 3.47 23.42

FP644 F3 2.60 2.60 2175.213 2178.675 2178.194 2.98 20.15 2178.675 3.46 23.40

FP645 F 1.00 1.00 2175.797 2178.675 2178.019 2.22 2.22 2178.675 2.88 2.88

FP646 F5 2.90 2.90 2175.586 2178.675 2177.849 2.26 19.03 2178.675 3.09 25.98

FP647 F5 2.90 2.90 2175.593 2178.675 2177.837 2.24 18.87 2178.675 3.08 25.92

FP648 F 1.00 1.00 2175.792 2178.675 2177.303 1.51 1.51 2178.675 2.88 2.88

FP649 F3 2.60 2.60 2175.653 2178.675 2177.303 1.65 11.15 2178.675 3.02 20.43

FP650 F40 91.10 1.00 2175.318 2178.675 2178.997 3.68 335.16 2178.675 3.36 305.82

FP651 F5 2.90 2.90 2175.314 2178.675 2177.837 2.52 21.22 2178.675 3.36 28.27

FP652 F 1.00 1.00 2175.599 2178.675 2177.419 1.82 1.82 2178.675 3.08 3.08

FP653 F3 2.60 2.60 2175.596 2178.675 2177.419 1.82 12.32 2178.675 3.08 20.81

FP654 F 1.00 1.00 2175.320 2178.675 2179.312 3.99 3.99 2178.675 3.36 3.36

FP655 F5 2.90 2.90 2175.670 2178.675 2180.611 4.94 41.55 2178.675 3.01 25.27

FP656 F 1.00 1.00 2175.905 2178.675 2179.717 3.81 3.81 2178.675 2.77 2.77

FP657 F2 2.40 2.40 2175.651 2178.675 2179.717 4.07 23.42 2178.675 3.02 17.42

FP658 F 1.00 1.00 2175.656 2178.675 2180.611 4.95 4.95 2178.675 3.02 3.02

FP659 F 1.00 1.00 2176.050 2178.675 2177.935 1.88 1.88 2178.675 2.63 2.63

14,484.83 18,828.98 M3

Wall Footing

Area / Length Width BOGS+D fill

Required

height Quantity

#1 W_1 5.53 1.00 2174.226 2170.61 2175.675 1.45 8.01 2178.675 4.45 24.59

#2 W_2 23.64 1.00 2174.226 2170.715 2175.675 1.45 34.25 2178.675 4.45 105.17

#3 W_3 18.02 1.00 2174.485 2170.89 2175.799 1.31 23.68 2178.675 4.19 75.51

#4 W_4 1.58 2.00 2174.010 2171.49 2176.506 2.50 7.88 2178.675 4.66 14.73

#5 W_5 79.10 1.00 2173.537 2173.385 2175.191 1.65 130.83 2178.675 5.14 406.42

#6 W_6 9.40 1.00 2173.919 2174.575 2175.191 0.62 5.79 2178.675 4.76 44.72

#7 W_7 16.36 1.00 2175.299 2174.785 2175.428 0.13 2.11 2178.675 3.38 55.22

#8 W_8 3.02 2.00 2174.880 2175.100 2175.856 0.76 4.56 2178.675 3.80 22.89

#9 W_9 3.10 2.00 2175.008 2175.100 2175.856 0.85 5.26 2178.675 3.67 22.74

#10 W_10 3.10 2.00 2174.396 2174.75 2177.480 3.08 19.12 2178.675 4.28 26.53

#11 W_11 3.10 2.00 2174.606 2174.200 2178.200 3.59 22.28 2178.675 4.07 25.23

#12 W_12 3.10 2.00 2172.014 2174.00 2175.210 3.20 19.82 2178.675 6.66 41.30

#13 W_13 3.10 2.00 2172.014 2174.3 2175.210 3.20 19.82 2178.675 6.66 41.30

#14 W_14 3.10 2.00 2170.813 2174.6 2175.180 4.37 27.08 2178.675 7.86 48.74

#15 W_15 11.90 1.00 2170.813 2174.6 2175.180 4.37 51.97 2178.675 7.86 93.56

#16 W_16 1.68 2.00 2170.813 2171.735 2175.180 4.37 14.67 2178.675 7.86 26.42

#17 W_17 2.60 2.00 2170.464 2171.875 2174.720 4.26 22.13 2178.675 8.21 42.70

#18 W_18 2.60 2.00 2170.464 2171.78 2174.720 4.26 22.13 2178.675 8.21 42.70

#19 W_19 2.60 2.00 2170.596 2171.875 2174.497 3.90 20.29 2178.675 8.08 42.01

#20 W_20 2.60 2.00 2175.709 2171.97 2177.872 2.16 11.25 2178.675 2.97 15.42

#21 W_21 2.55 2.00 2173.863 2171.97 2176.936 3.07 15.67 2178.675 4.81 24.54

#22 W_22 1.65 2.00 2174.941 2175.448 2178.008 3.07 10.12 2178.675 3.73 12.32

#23 W_23 0.85 2.00 2174.941 2171.97 2178.008 3.07 5.21 2178.675 3.73 6.35

#24 W_24 6.55 2.00 2175.118 2178.925 2177.539 2.42 31.72 2178.675 3.56 46.60

#25 W_25 2.55 2.00 2175.311 2171.97 2177.539 2.23 11.36 2178.675 3.36 17.16

#26 W_26 2.90 2.00 2175.311 2172.060 2177.580 2.27 13.16 2178.675 3.36 19.51

#27 W_27 3.00 2.00 2173.333 2172.15 2177.180 3.85 23.08 2178.675 5.34 32.05

#28 W_28 3.10 2.00 2173.333 2172.15 2177.180 3.85 23.85 2178.675 5.34 33.12

#29 W_29 3.25 2.05 2174.402 2171.615 2176.978 2.58 17.16 2178.675 4.27 28.47

#30 W_30 6.66 1.00 2174.381 2178.925 2177.649 3.27 21.76 2178.675 4.29 28.60

#31 W_31 1.85 2.00 2172.133 2172.030 2177.798 5.66 20.96 2178.675 6.54 24.21

#32 W_32 2.95 2.00 2174.402 2172.1 2176.978 2.58 15.20 2178.675 4.27 25.22

#33 W_33 2.50 2.00 2174.381 2175.513 2177.649 3.27 16.34 2178.675 4.29 21.47

Depth of

excavation

Quantity of

excavation

Quantity of back filling

Remarks

Number of

Footing Type of Footing

Dimension of blinding Elevation of

excavation Elevation of BODF

Natural grade

elevation

TOTAL

Page 16 of 93

Page 17: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 06

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

Depth of

excavation

Quantity of

excavation

Quantity of back fillingRemarks

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavationElevation of BODF

Natural grade

elevation

#34 W_34 2.50 2.00 2172.133 2172.1 2177.798 5.66 28.32 2178.675 6.54 32.71

#35 W_35 7.40 2.00 2174.402 2172.425 2176.978 2.58 38.12 2178.675 4.27 63.24

#36 W_36 3.10 2.00 2174.381 2178.925 2177.649 3.27 20.26 2178.675 4.29 26.62

#37 W_37 2.90 2.00 2172.133 2171.76 2177.798 5.66 32.86 2178.675 6.54 37.94

#38 W_38 1.20 2.00 2174.402 2171.76 2176.978 2.58 6.18 2178.675 4.27 10.26

#39 W_39 2.40 2.00 2174.381 2171.76 2177.649 3.27 15.69 2178.675 4.29 20.61

#40 W_40 2.70 2.00 2174.402 2171.965 2176.978 2.58 13.91 2178.675 4.27 23.07

#41 W_41 3.10 2.00 2174.381 2178.925 2177.649 3.27 20.26 2178.675 4.29 26.62

#42 W_42 10.38 1.00 2174.402 2172.17 2176.978 2.58 26.73 2178.675 4.27 44.33

#43 W_43 3.25 2.00 2174.381 2179.55 2177.649 3.27 21.24 2178.675 4.29 27.91

#44 W_44 2.10 0.90 2174.402 2172.17 2176.978 2.58 4.87 2178.675 4.27 8.08

#45 W_45 3.60 2.00 2174.381 2179.55 2177.649 3.27 23.53 2178.675 4.29 30.92

#46 W_46 2.10 0.90 2174.402 2172.425 2176.978 2.58 4.87 2178.675 4.27 8.08

#47 W_47 107.48 1.00 2174.381 2177.175 2177.649 3.27 351.24 2178.675 4.29 461.51

#48 W_48 109.80 1.00 2174.402 2177.3 2176.978 2.58 282.84 2178.675 4.27 469.18

#49 W_49 2.90 1.30 2174.381 2175.295 2177.649 3.27 12.32 2178.675 4.29 16.19

#50 W_50 2.90 1.30 2174.402 2175.135 2176.978 2.58 9.71 2178.675 4.27 16.11

#51 W_51 43.21 1.00 2174.381 2174.62 2177.649 3.27 141.20 2178.675 4.29 185.53

#52 W_52 28.57 1.00 2174.402 2174.62 2177.649 3.25 92.77 2178.675 4.27 122.09

#53 W_53 42.40 1.00 2174.381 2174.62 2177.649 3.27 138.56 2178.675 4.29 182.06

#54 W_54 33.70 1.00 2174.381 2174.62 2177.649 3.27 110.12 2178.675 4.29 144.69

#55 W_55 112.79 1.00 2174.402 2174.62 2177.649 3.25 366.22 2178.675 4.27 481.94

#56 W_56 6.75 1.00 2174.381 2175.07 2177.649 3.27 22.05 2178.675 4.29 28.97

#55 W_57 35.03 1.00 2174.402 2174.62 2177.649 3.25 113.73 2178.675 4.27 149.66

2,596.13 4,155.82 M3

20,123.86 26,004.17 M3GRAND TOTAL

TOTAL

Page 17 of 93

Page 18: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 10

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width Vol. of footingVol. of

Pedestal

Vol. of

BlindingQuantity

To footings

F blinding - 1000x1000x100

F_1 1.00 1.00 2173.84 2172.25 2175.50 1.44 1.44 0.256 0.09 0.10 0.99

F_2 1.00 1.00 2173.84 2172.25 2175.50 1.44 1.44 0.256 0.09 0.10 0.99

F_3 1.00 1.00 2173.84 2172.25 2175.50 1.44 1.44 0.256 0.09 0.10 0.99

F_4 1.00 1.00 2173.84 2172.25 2175.50 1.44 1.44 0.256 0.09 0.10 0.99

F_5 1.00 1.00 2173.84 2172.25 2175.50 1.44 1.44 0.256 0.09 0.10 0.99

F_6 1.00 1.00 2173.84 2172.25 2175.50 1.44 1.44 0.256 0.09 0.10 0.99

F_7 1.00 1.00 2173.84 2172.25 2175.50 1.44 1.44 0.256 0.09 0.10 0.99

F_8 1.00 1.00 2173.84 2172.25 2175.50 1.44 1.44 0.256 0.09 0.10 0.99

F_9 1.00 1.00 2173.84 2172.05 2175.50 1.64 1.64 0.256 0.11 0.10 1.18

F_10 1.00 1.00 2173.84 2171.51 2175.50 2.18 2.18 0.256 0.16 0.10 1.66

F_11 1.00 1.00 2173.84 2171.51 2175.50 2.18 2.18 0.256 0.16 0.10 1.66

F_12 1.00 1.00 2173.84 2171.39 2175.50 2.30 2.30 0.256 0.17 0.10 1.77

F_13 1.00 1.00 2173.84 2171.47 2175.50 2.22 2.22 0.256 0.16 0.10 1.70

F_14 1.00 1.00 2173.84 2171.47 2175.50 2.22 2.22 0.256 0.16 0.10 1.70

F_15 1.00 1.00 2173.84 2171.30 2175.50 2.39 2.39 0.256 0.18 0.10 1.86

F_16 1.00 1.00 2173.84 2171.30 2175.50 2.39 2.39 0.256 0.18 0.10 1.86

F_17 1.00 1.00 2173.84 2171.20 2175.50 2.49 2.49 0.256 0.19 0.10 1.94

F_18 1.00 1.00 2173.84 2171.20 2175.50 2.49 2.49 0.256 0.19 0.10 1.94

F_19 1.00 1.00 2173.84 2171.20 2175.50 2.49 2.49 0.256 0.19 0.10 1.94

F_20 1.00 1.00 2173.84 2171.51 2175.50 2.18 2.18 0.256 0.16 0.10 1.66

F_21 1.00 1.00 2173.84 2171.71 2175.50 1.98 1.98 0.256 0.14 0.10 1.48

F_22 1.00 1.00 2173.84 2171.71 2175.50 1.98 1.98 0.256 0.14 0.10 1.48

F_23 1.00 1.00 2173.84 2171.60 2175.50 2.10 2.10 0.256 0.15 0.10 1.59

F_24 1.00 1.00 2173.84 2171.46 2175.50 2.23 2.23 0.256 0.17 0.10 1.71

F_25 1.00 1.00 2173.84 2171.28 2175.50 2.41 2.41 0.256 0.18 0.10 1.87

F_26 1.00 1.00 2173.84 2171.67 2175.50 2.02 2.02 0.256 0.15 0.10 1.52

F_27 1.00 1.00 2173.84 2171.03 2175.50 2.66 2.66 0.256 0.20 0.10 2.10

F_28 1.00 1.00 2173.84 2171.43 2175.50 2.26 2.26 0.256 0.17 0.10 1.73

F_29 1.00 1.00 2173.84 2171.43 2175.50 2.26 2.26 0.256 0.17 0.10 1.73

F_30 1.00 1.00 2173.84 2171.60 2175.50 2.09 2.09 0.256 0.15 0.10 1.58

F_31 1.00 1.00 2173.84 2171.60 2175.50 2.09 2.09 0.256 0.15 0.10 1.58

F_32 1.00 1.00 2173.84 2170.57 2175.50 3.12 3.12 0.256 0.25 0.10 2.52

F_33 1.00 1.00 2173.84 2171.75 2175.50 1.94 1.94 0.256 0.14 0.10 1.44

F_34 1.00 1.00 2173.84 2171.44 2175.50 2.25 2.25 0.256 0.17 0.10 1.72

F_35 1.00 1.00 2173.84 2171.44 2175.50 2.25 2.25 0.256 0.17 0.10 1.72

F_36 1.00 1.00 2173.84 2171.44 2175.50 2.25 2.25 0.256 0.17 0.10 1.72

F_37 1.00 1.00 2173.84 2171.44 2175.50 2.25 2.25 0.256 0.17 0.10 1.72

F_38 1.00 1.00 2173.84 2171.44 2175.50 2.25 2.25 0.256 0.17 0.10 1.72

F_39 1.00 1.00 2173.84 2171.44 2175.50 2.25 2.25 0.256 0.17 0.10 1.72

F_40 1.00 1.00 2173.84 2171.44 2175.50 2.25 2.25 0.256 0.17 0.10 1.72

F_41 1.00 1.00 2173.84 2171.38 2175.50 2.31 2.31 0.256 0.17 0.10 1.79

F_42 1.00 1.00 2173.84 2171.27 2175.50 2.42 2.42 0.256 0.18 0.10 1.88

F_43 1.00 1.00 2173.84 2171.27 2175.50 2.42 2.42 0.256 0.18 0.10 1.88

F_44 1.00 1.00 2173.84 2171.30 2175.50 2.39 2.39 0.256 0.18 0.10 1.86

F_45 1.00 1.00 2173.84 2170.93 2175.50 2.76 2.76 0.256 0.21 0.10 2.19

F_46 1.00 1.00 2173.84 2171.10 2175.50 2.59 2.59 0.256 0.20 0.10 2.04

F_47 1.00 1.00 2173.84 2171.33 2175.50 2.36 2.36 0.256 0.18 0.10 1.83

F_48 1.00 1.00 2173.84 2171.33 2175.50 2.36 2.36 0.256 0.18 0.10 1.83

F_49 1.00 1.00 2173.84 2171.43 2175.50 2.26 2.26 0.256 0.17 0.10 1.73

F_50 1.00 1.00 2173.84 2171.43 2175.50 2.26 2.26 0.256 0.17 0.10 1.73

F_51 1.00 1.00 2173.84 2171.43 2175.50 2.26 2.26 0.256 0.17 0.10 1.73

F_52 1.00 1.00 2173.84 2171.43 2175.50 2.26 2.26 0.256 0.17 0.10 1.73

F_53 1.00 1.00 2173.84 2171.16 2175.50 2.53 2.53 0.256 0.19 0.10 1.99

F_54 1.00 1.00 2173.84 2171.16 2175.50 2.53 2.53 0.256 0.19 0.10 1.99

F_55 1.00 1.00 2173.84 2171.16 2175.50 2.53 2.53 0.256 0.19 0.10 1.99

F_56 1.00 1.00 2173.84 2171.16 2175.50 2.53 2.53 0.256 0.19 0.10 1.99

F_57 1.00 1.00 2173.84 2171.16 2175.50 2.53 2.53 0.256 0.19 0.10 1.99

F_58 1.00 1.00 2173.84 2170.88 2175.50 2.81 2.81 0.256 0.22 0.10 2.24

F_59 1.00 1.00 2173.84 2171.25 2175.50 2.44 2.44 0.256 0.18 0.10 1.90

F_60 1.00 1.00 2173.84 2171.19 2175.50 2.51 2.51 0.256 0.19 0.10 1.96

F_61 1.00 1.00 2173.84 2171.19 2175.50 2.51 2.51 0.256 0.19 0.10 1.96

F_62 1.00 1.00 2173.84 2171.19 2175.50 2.51 2.51 0.256 0.19 0.10 1.96

F_63 1.00 1.00 2173.84 2171.23 2175.50 2.46 2.46 0.256 0.19 0.10 1.92

F_64 1.00 1.00 2173.84 2171.23 2175.50 2.46 2.46 0.256 0.19 0.10 1.92

F_65 1.00 1.00 2173.84 2171.37 2175.50 2.32 2.32 0.256 0.17 0.10 1.79

F_66 1.00 1.00 2173.84 2171.19 2175.50 2.51 2.51 0.256 0.19 0.10 1.96

Depth of

excavation

Quantity of

excavation

Quantity of back fillingNumber of

FootingType of Footing

Dimension of blindingT.O.G.S. Elev.

Elevation of

BOF

Natural grade

elevation

Page 18 of 93

Page 19: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 10

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width Vol. of footingVol. of

Pedestal

Vol. of

BlindingQuantity

Depth of

excavation

Quantity of

excavation

Quantity of back fillingNumber of

FootingType of Footing

Dimension of blindingT.O.G.S. Elev.

Elevation of

BOF

Natural grade

elevation

F_67 1.00 1.00 2173.84 2172.25 2175.50 1.44 1.44 0.256 0.09 0.10 0.99

F_68 1.00 1.00 2173.84 2172.25 2175.50 1.44 1.44 0.256 0.09 0.10 0.99

F_69 1.00 1.00 2173.84 2172.25 2175.50 1.44 1.44 0.256 0.09 0.10 0.99

F_70 1.00 1.00 2173.84 2172.25 2175.50 1.44 1.44 0.256 0.09 0.10 0.99

F_71 1.00 1.00 2173.84 2172.25 2175.50 1.44 1.44 0.256 0.09 0.10 0.99

F_72 1.00 1.00 2173.84 2171.81 2175.50 1.88 1.88 0.256 0.13 0.10 1.39

F_73 1.00 1.00 2173.84 2171.32 2175.50 2.37 2.37 0.256 0.18 0.10 1.84

F_74 1.00 1.00 2173.84 2171.32 2175.50 2.37 2.37 0.256 0.18 0.10 1.84

F_75 1.00 1.00 2173.84 2171.14 2175.50 2.55 2.55 0.256 0.19 0.10 2.00

F_76 1.00 1.00 2173.84 2171.14 2175.50 2.55 2.55 0.256 0.19 0.10 2.00

F_77 1.00 1.00 2173.84 2171.30 2175.50 2.39 2.39 0.256 0.18 0.10 1.86

F_78 1.00 1.00 2173.84 2171.53 2175.50 2.16 2.16 0.256 0.16 0.10 1.65

F_79 1.00 1.00 2173.84 2171.89 2175.50 1.80 1.80 0.256 0.13 0.10 1.32

F_80 1.00 1.00 2173.84 2171.01 2175.50 2.68 2.68 0.256 0.21 0.10 2.12

F_81 1.00 1.00 2173.84 2171.01 2175.50 2.68 2.68 0.256 0.21 0.10 2.12

F_82 1.00 1.00 2173.84 2171.01 2175.50 2.68 2.68 0.256 0.21 0.10 2.12

F_83 1.00 1.00 2173.84 2171.27 2175.50 2.43 2.43 0.256 0.18 0.10 1.89

F_84 1.00 1.00 2173.84 2171.27 2175.50 2.43 2.43 0.256 0.18 0.10 1.89

F_85 1.00 1.00 2173.84 2171.38 2175.50 2.31 2.31 0.256 0.17 0.10 1.79

F_86 1.00 1.00 2173.84 2171.14 2175.50 2.55 2.55 0.256 0.19 0.10 2.00

F_87 1.00 1.00 2173.84 2171.30 2175.50 2.39 2.39 0.256 0.18 0.10 1.86

F_88 1.00 1.00 2173.84 2171.53 2175.50 2.16 2.16 0.256 0.16 0.10 1.65

F_89 1.00 1.00 2173.84 2171.06 2175.50 2.63 2.63 0.256 0.20 0.10 2.07

F_90 1.00 1.00 2173.84 2171.12 2175.50 2.57 2.57 0.256 0.20 0.10 2.02

F_91 1.00 1.00 2173.84 2171.49 2175.50 2.20 2.20 0.256 0.16 0.10 1.68

F_92 1.00 1.00 2173.84 2171.49 2175.50 2.20 2.20 0.256 0.16 0.10 1.68

F_93 1.00 1.00 2173.84 2171.91 2175.50 1.78 1.78 0.256 0.12 0.10 1.30

F_94 1.00 1.00 2173.84 2171.40 2175.50 2.29 2.29 0.256 0.17 0.10 1.77

F_95 1.00 1.00 2173.84 2171.32 2175.50 2.37 2.37 0.256 0.18 0.10 1.83

F_96 1.00 1.00 2173.84 2171.35 2175.50 2.34 2.34 0.256 0.17 0.10 1.81

F_97 1.00 1.00 2173.84 2171.35 2175.50 2.34 2.34 0.256 0.17 0.10 1.81

F_98 1.00 1.00 2173.84 2171.35 2175.50 2.34 2.34 0.256 0.17 0.10 1.81

F_99 1.00 1.00 2173.84 2171.53 2175.50 2.16 2.16 0.256 0.16 0.10 1.65

F_100 1.00 1.00 2173.84 2171.33 2175.50 2.36 2.36 0.256 0.18 0.10 1.83

F_101 1.00 1.00 2173.84 2171.43 2175.50 2.26 2.26 0.256 0.17 0.10 1.73

F_102 1.00 1.00 2173.84 2171.14 2175.50 2.55 2.55 0.256 0.19 0.10 2.00

F_103 1.00 1.00 2173.84 2171.14 2175.50 2.55 2.55 0.256 0.19 0.10 2.00

F_104 1.00 1.00 2173.84 2171.23 2175.50 2.46 2.46 0.256 0.19 0.10 1.92

F_105 1.00 1.00 2173.84 2170.95 2175.50 2.74 2.74 0.256 0.21 0.10 2.18

F_106 1.00 1.00 2173.84 2171.23 2175.50 2.46 2.46 0.256 0.19 0.10 1.92

F_107 1.00 1.00 2173.84 2171.19 2175.50 2.50 2.50 0.256 0.19 0.10 1.95

F_108 1.00 1.00 2173.84 2171.23 2175.50 2.46 2.46 0.256 0.19 0.10 1.92

F* blinding - 1000x1350

F*_1 1.35 1.00 2173.84 2171.77 2175.50 1.92 2.59 0.37 0.14 0.14 1.95

F*_2 1.35 1.00 2173.84 2170.57 2175.50 3.12 4.22 0.37 0.25 0.14 3.47

F*_3 1.35 1.00 2173.84 2171.33 2175.50 2.36 3.19 0.37 0.18 0.14 2.51

F*_4 1.35 1.00 2173.84 2171.26 2175.50 2.43 3.28 0.37 0.18 0.14 2.59

F*_5 1.35 1.00 2173.84 2171.25 2175.50 2.44 3.29 0.37 0.18 0.14 2.61

F*_6 1.35 1.00 2173.84 2171.35 2175.50 2.34 3.16 0.37 0.17 0.14 2.48

F1 blinding - 2100x2100

F1_1 2.10 2.10 2173.84 2171.07 2175.5 2.62 11.56 1.444 0.91 0.44 8.77

F1_2 2.10 2.10 2173.84 2171.35 2175.5 2.34 10.32 1.444 1.15 0.44 7.28

F2 blinding - 2400x2400

F2_1 2.40 2.40 2173.84 2170.81 2175.50 2.88 16.58 1.94 1.01 0.58 13.06

F2_2 2.40 2.40 2173.84 2171.14 2175.50 2.55 14.70 1.94 1.63 0.58 10.56

F2_3 2.40 2.40 2173.84 2171.18 2175.50 2.51 14.45 1.94 1.60 0.58 10.34

F2_4 2.40 2.40 2173.84 2171.23 2175.50 2.46 14.18 1.94 1.56 0.58 10.11

F3 blinding - 2600x2600

F3_1 2.60 2.60 2173.84 2170.99 2175.5 2.70 18.22 2.88 0.90 0.68 13.77

F3_2 2.60 2.60 2173.84 2171.07 2175.5 2.62 17.70 2.88 0.87 0.68 13.28

F4 blinding - 2700x2700

F4_1 2.70 2.70 2173.84 2170.52 2175.5 3.17 23.11 3.13 1.09 0.729 18.16

F4_2 2.70 2.70 2173.84 2171.07 2175.5 2.62 19.09 3.13 1.60 0.729 13.63

Page 19 of 93

Page 20: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 10

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width Vol. of footingVol. of

Pedestal

Vol. of

BlindingQuantity

Depth of

excavation

Quantity of

excavation

Quantity of back fillingNumber of

FootingType of Footing

Dimension of blindingT.O.G.S. Elev.

Elevation of

BOF

Natural grade

elevation

F5 blinding - 2900x2900

F5_1 2.90 2.90 2173.84 2171.07 2175.50 2.62 22.02 4.374 1.01 0.84 15.79

F5_2 2.90 2.90 2173.84 2171.14 2175.50 2.55 21.46 4.374 1.48 0.84 14.77

F5_3 2.90 2.90 2173.84 2171.03 2175.50 2.66 22.41 4.374 1.56 0.84 15.63

F5_4 2.90 2.90 2173.84 2171.03 2175.50 2.66 22.41 4.374 1.56 0.84 15.63

F5_5 2.90 2.90 2173.84 2171.29 2175.50 2.40 20.22 4.374 1.37 0.84 13.64

F5_6 2.90 2.90 2173.84 2171.44 2175.50 2.25 18.89 4.374 1.25 0.84 12.43

F5_7 2.90 2.90 2173.84 2171.10 2175.50 2.59 21.81 4.374 1.51 0.84 15.08

F5_8 2.90 2.90 2173.84 2171.16 2175.50 2.53 21.30 4.374 1.46 0.84 14.62

F5_9 2.90 2.90 2173.84 2171.33 2175.50 2.36 19.88 4.374 1.34 0.84 13.33

F5_10 2.90 2.90 2173.84 2171.43 2175.50 2.26 18.98 4.374 1.25 0.84 12.51

F5_11 2.90 2.90 2173.84 2171.16 2175.50 2.53 21.30 4.374 1.46 0.84 14.62

F5_12 2.90 2.90 2173.84 2171.16 2175.50 2.53 21.30 4.374 1.46 0.84 14.62

F5_13 2.90 2.90 2173.84 2171.37 2175.50 2.32 19.54 4.374 1.30 0.84 13.02

F5_14 2.90 2.90 2173.84 2171.37 2175.50 2.32 19.54 4.374 1.30 0.84 13.02

F5_15 2.90 2.90 2173.84 2171.37 2175.50 2.32 19.54 4.374 1.30 0.84 13.02

F5_16 2.90 2.90 2173.84 2171.19 2175.50 2.51 21.07 4.374 1.44 0.84 14.41

F6 blinding - 3100x3100

F6_1 3.10 3.10 2173.84 2171.39 2175.5 2.30 22.12 5.05 1.29 0.961 14.83

F6_2 3.10 3.10 2173.84 2171.39 2175.5 2.30 22.12 5.05 1.29 0.961 14.83

F6_3 3.10 3.10 2173.84 2171.39 2175.5 2.30 22.12 5.05 1.29 0.961 14.83

F6_4 3.10 3.10 2173.84 2171.30 2175.5 2.39 23.00 5.05 1.36 0.961 15.63

F6_5 3.10 3.10 2173.84 2171.20 2175.5 2.49 23.90 5.05 1.43 0.961 16.46

F6_6 3.10 3.10 2173.84 2171.20 2175.5 2.49 23.90 5.05 1.43 0.961 16.46

F6_7 3.10 3.10 2173.84 2171.71 2175.5 1.98 19.06 5.05 1.05 0.961 12.00

F6_8 3.10 3.10 2173.84 2171.60 2175.5 2.10 20.13 5.05 1.13 0.961 12.99

F6_9 3.10 3.10 2173.84 2171.60 2175.5 2.10 20.13 5.05 1.13 0.961 12.99

F6_10 3.10 3.10 2173.84 2171.91 2175.5 1.78 17.14 5.05 0.90 0.961 10.24

F6_11 3.10 3.10 2173.84 2171.28 2175.5 2.41 23.12 5.05 1.37 0.961 15.75

F6_12 3.10 3.10 2173.84 2171.28 2175.5 2.41 23.12 5.05 1.37 0.961 15.75

F6_13 3.10 3.10 2173.84 2171.49 2175.5 2.20 21.11 5.05 1.21 0.961 13.90

F6_14 3.10 3.10 2173.84 2171.58 2175.5 2.11 20.32 5.05 1.15 0.961 13.16

F6_15 3.10 3.10 2173.84 2171.77 2175.5 1.92 18.47 5.05 0.51 0.961 11.95

F6_16 3.10 3.10 2173.84 2170.99 2175.5 2.70 25.91 5.05 1.05 0.961 18.85

F6_17 3.10 3.10 2173.84 2170.95 2175.5 2.74 26.37 5.05 1.62 0.961 18.74

F6_18 3.10 3.10 2173.84 2171.10 2175.5 2.59 24.92 5.05 1.51 0.961 17.40

F6_19 3.10 3.10 2173.84 2171.26 2175.5 2.43 23.34 5.05 1.38 0.961 15.95

F6_20 3.10 3.10 2173.84 2171.26 2175.5 2.43 23.37 5.05 1.39 0.961 15.98

F6_21 3.10 3.10 2173.84 2171.58 2175.5 2.11 20.27 5.05 1.14 0.961 13.12

F6_22 3.10 3.10 2173.84 2171.58 2175.5 2.11 20.27 5.05 1.14 0.961 13.12

F6_23 3.10 3.10 2173.84 2171.58 2175.5 2.11 20.27 5.05 1.14 0.961 13.12

F6_24 3.10 3.10 2173.84 2171.32 2175.5 2.37 22.78 5.05 1.34 0.961 15.43

F6_25 3.10 3.10 2173.84 2171.32 2175.5 2.37 22.78 5.05 1.34 0.961 15.43

F6_26 3.10 3.10 2173.84 2171.38 2175.5 2.31 22.24 5.05 1.30 0.961 14.93

F6_27 3.10 3.10 2173.84 2171.58 2175.5 2.11 20.25 5.05 1.14 0.961 13.10

F6_28 3.10 3.10 2173.84 2171.27 2175.5 2.43 23.30 5.05 1.38 0.961 15.92

F6_29 3.10 3.10 2173.84 2171.50 2175.5 2.19 21.05 5.05 1.20 0.961 13.84

F6_30 3.10 3.10 2173.84 2171.52 2175.5 2.18 20.90 5.05 0.61 0.961 14.28

F7 blinding - 3200x3200

F7_1 3.20 3.20 2173.84 2171.62 2175.50 2.07 21.16 5.40 1.11 1.02 13.62

F7_2 3.20 3.20 2173.84 2171.51 2175.50 2.18 22.28 5.40 1.19 1.02 14.67

F7_3 3.20 3.20 2173.84 2171.60 2175.50 2.10 21.45 5.40 1.13 1.02 13.90

F7_4 3.20 3.20 2173.84 2171.78 2175.50 1.91 19.54 5.40 0.99 1.02 12.12

F7_5 3.20 3.20 2173.84 2171.78 2175.50 1.91 19.54 5.40 0.99 1.02 12.12

F7_6 3.20 3.20 2173.84 2171.62 2175.50 2.07 21.24 5.40 1.12 1.02 13.70

F7_7 3.20 3.20 2173.84 2170.81 2175.50 2.88 29.48 5.40 1.15 1.02 21.91

F7_8 3.20 3.20 2173.84 2171.09 2175.50 2.60 26.66 5.40 1.52 1.02 18.72

F7_9 3.20 3.20 2173.84 2171.52 2175.50 2.18 22.27 5.40 1.19 1.02 14.66

F7_10 3.20 3.20 2173.84 2171.94 2175.50 1.75 17.94 5.40 0.87 1.02 10.64

F7_11 3.20 3.20 2173.84 2171.30 2175.50 2.39 24.49 5.40 1.36 1.02 16.71

F7_12 3.20 3.20 2173.84 2171.14 2175.50 2.55 26.09 5.40 1.47 1.02 18.19

F7_13 3.20 3.20 2173.84 2171.14 2175.50 2.55 26.09 5.40 1.47 1.02 18.19

F7_14 3.20 3.20 2173.84 2171.32 2175.50 2.37 24.27 5.40 1.34 1.02 16.51

F7_15 3.20 3.20 2173.84 2171.20 2175.50 2.49 25.48 5.40 1.43 1.02 17.62

F8 blinding - 3400x3400

F8_1 3.40 3.40 2173.84 2171.20 2175.50 2.49 28.75 7.17 1.35 1.156 19.07

Page 20 of 93

Page 21: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 10

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width Vol. of footingVol. of

Pedestal

Vol. of

BlindingQuantity

Depth of

excavation

Quantity of

excavation

Quantity of back fillingNumber of

FootingType of Footing

Dimension of blindingT.O.G.S. Elev.

Elevation of

BOF

Natural grade

elevation

F8_2 3.40 3.40 2173.84 2171.91 2175.50 1.78 20.57 7.17 0.82 1.156 11.42

F8_3 3.40 3.40 2173.84 2171.18 2175.50 2.51 29.05 7.17 1.37 1.156 19.35

F8_4 3.40 3.40 2173.84 2171.35 2175.50 2.34 27.06 7.17 1.24 1.156 17.50

F8_5 3.40 3.40 2173.84 2171.32 2175.50 2.37 27.35 7.17 1.26 1.156 17.77

F8_6 3.40 3.40 2173.84 2171.18 2175.50 2.51 29.05 7.17 1.37 1.156 19.35

F8_7 3.40 3.40 2173.84 2171.51 2175.50 2.18 25.15 7.17 1.12 1.156 15.71

F8_8 3.40 3.40 2173.84 2171.32 2175.50 2.37 27.36 7.17 1.26 1.156 17.78

F8_9 3.40 3.40 2173.84 2171.16 2175.50 2.53 29.28 7.17 1.39 1.156 19.57

F8_10 3.40 3.40 2173.84 2171.44 2175.50 2.25 25.96 7.17 1.17 1.156 16.47

F8_11 3.40 3.40 2173.84 2171.16 2175.50 2.53 29.28 7.17 1.39 1.156 19.57

F8_12 3.40 3.40 2173.84 2171.44 2175.50 2.25 25.96 7.17 1.17 1.156 16.47

F8_13 3.40 3.40 2173.84 2170.88 2175.50 2.81 32.53 7.17 1.60 1.156 22.61

F9 blinding - 3500x3500

F9_1 3.50 3.50 2173.84 2171.51 2175.50 2.18 26.70 7.62 1.12 1.23 16.74

F9_2 3.50 3.50 2173.84 2171.16 2175.50 2.53 31.04 7.62 1.39 1.23 20.81

F9_3 3.50 3.50 2173.84 2171.60 2175.50 2.10 25.66 7.62 1.06 1.23 15.76

F9_4 3.50 3.50 2173.84 2171.67 2175.50 2.02 24.74 7.62 1.00 1.23 14.90

F9_5 3.50 3.50 2173.84 2171.67 2175.50 2.02 24.74 7.62 1.00 1.23 14.90

F9_6 3.50 3.50 2173.84 2171.67 2175.50 2.02 24.74 7.62 1.00 1.23 14.90

F9_7 3.50 3.50 2173.84 2170.86 2175.50 2.83 34.69 7.62 1.61 1.23 24.23

F9_8 3.50 3.50 2173.84 2171.32 2175.50 2.37 29.00 7.62 1.26 1.23 18.89

F9_9 3.50 3.50 2173.84 2171.32 2175.50 2.37 29.00 7.62 1.26 1.23 18.89

F9_10 3.50 3.50 2173.84 2171.32 2175.50 2.37 28.98 7.62 1.26 1.23 18.87

F9_11 3.50 3.50 2173.84 2171.73 2175.50 1.97 24.07 7.62 0.96 1.23 14.27

F9_12 3.50 3.50 2173.84 2171.94 2175.50 1.75 21.46 7.62 0.80 1.23 11.82

F9_13 3.50 3.50 2173.84 2171.16 2175.50 2.53 31.03 7.62 1.39 1.23 20.79

F9_14 3.50 3.50 2173.84 2171.25 2175.50 2.44 29.93 7.62 1.32 1.23 19.76

F9_15 3.50 3.50 2173.84 2171.37 2175.50 2.32 28.47 7.62 1.23 1.23 18.39

F9_16 3.50 3.50 2173.84 2171.06 2175.50 2.63 32.21 7.62 1.46 1.23 21.90

F9_17 3.50 3.50 2173.84 2171.63 2175.50 2.06 25.22 7.62 1.03 1.23 15.35

F9_18 3.50 3.50 2173.84 2171.30 2175.50 2.39 29.30 7.62 1.28 1.23 19.17

F9_19 3.50 3.50 2173.84 2171.14 2175.50 2.55 31.21 7.62 1.40 1.23 20.97

F9_20 3.50 3.50 2173.84 2171.14 2175.50 2.55 31.21 7.62 1.40 1.23 20.97

F9_21 3.50 3.50 2173.84 2171.32 2175.50 2.37 29.03 7.62 1.26 1.23 18.92

F9_22 3.50 3.50 2173.84 2171.20 2175.50 2.49 30.48 7.62 1.35 1.23 20.28

F9_23 3.50 3.50 2173.84 2171.89 2175.50 1.80 22.09 7.62 0.83 1.23 12.40

F9_24 3.50 3.50 2173.84 2171.89 2175.50 1.80 22.09 7.62 0.83 1.23 12.40

F10 blinding - 3700x3700

F10_1 3.70 3.70 2173.84 2171.51 2175.50 2.18 29.84 9.80 1.04 1.37 17.63

F10_2 3.70 3.70 2173.84 2171.51 2175.50 2.18 29.84 9.80 1.04 1.37 17.63

F10_3 3.70 3.70 2173.84 2171.67 2175.50 2.02 27.65 9.80 0.92 1.37 15.56

F10_4 3.70 3.70 2173.84 2171.49 2175.50 2.20 30.08 9.80 1.06 1.37 17.85

F10_5 3.70 3.70 2173.84 2171.58 2175.50 2.11 28.94 9.80 0.51 1.37 17.26

F10_6 3.70 3.70 2173.84 2171.66 2175.50 2.03 27.83 9.80 0.93 1.37 15.73

F10_7 3.70 3.70 2173.84 2171.66 2175.50 2.03 27.83 9.80 0.48 1.37 16.19

F10_8 3.70 3.70 2173.84 2171.35 2175.50 2.34 32.05 9.80 1.17 1.37 19.71

F10_9 3.70 3.70 2173.84 2171.35 2175.50 2.34 32.05 9.80 0.60 1.37 20.28

F10_10 3.70 3.70 2173.84 2171.35 2175.50 2.34 32.05 9.80 1.17 1.37 19.71

F10_11 3.70 3.70 2173.84 2171.35 2175.50 2.34 32.05 9.80 1.17 1.37 19.71

F10_12 3.70 3.70 2173.84 2171.63 2175.50 2.06 28.19 9.80 0.95 1.37 16.07

F11 blinding - 3800x3800

F11_1 3.80 3.80 2173.84 2171.67 2175.50 2.02 29.17 10.37 0.92 1.44 16.43

F11_2 3.80 3.80 2173.84 2171.33 2175.50 2.36 34.14 10.37 1.18 1.44 21.14

F11_3 3.80 3.80 2173.84 2171.33 2175.50 2.36 34.14 10.37 1.18 1.44 21.14

F11_4 3.80 3.80 2173.84 2171.06 2175.50 2.63 37.96 10.37 1.38 1.44 24.77

F12 blinding - 3900x3900

F12_1 3.90 3.90 2173.84 2171.323 2175.50 2.37 36.00 10.95 1.19 1.52 22.34

F12_2 3.90 3.90 2173.84 2171.247 2175.50 2.44 37.16 8.88 1.24 1.52 25.51

F13 blinding - 4100x4100

F13_1 4.10 4.10 2173.84 2171.33 2175.5 2.36 39.74 13.69 1.11 1.68 23.26

F13_2 4.10 4.10 2173.84 2171.43 2175.5 2.26 37.94 13.69 1.03 1.68 21.54

F14 blinding - 4300x4300

F14_1 4.30 4.30 2173.84 2171.49 2175.50 2.20 40.62 16.81 0.91 1.849 21.06

Page 21 of 93

Page 22: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 10

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width Vol. of footingVol. of

Pedestal

Vol. of

BlindingQuantity

Depth of

excavation

Quantity of

excavation

Quantity of back fillingNumber of

FootingType of Footing

Dimension of blindingT.O.G.S. Elev.

Elevation of

BOF

Natural grade

elevation

F14_2 4.30 4.30 2173.84 2171.53 2175.50 2.16 40.01 16.81 0.88 1.849 20.47

F15 blinding - 1700x3200

F15_1 3.20 1.7 2173.84 2171.20 2175.50 3.39 18.43 1.80 2.37 5.44 8.81

F15_2 3.20 1.7 2173.84 2171.20 2175.50 3.39 18.43 1.80 2.37 5.44 8.81

F16 blinding - 3800x9500

F16_1 9.50 3.8 2173.84 2171.30 2175.50 2.39 86.35 26.78 1.67 3.61 54.29

F16_2 9.50 3.8 2173.84 2171.10 2175.50 2.59 93.35 26.78 1.88 3.61 61.09

F17 blinding - 2400x8500

F17_1 2.40 8.50 2173.84 2171.66 2172.84 2.03 41.47 11.45 1.95 2.04 26.03

F17_2 2.40 8.50 2173.84 2171.43 2173.44 2.26 46.10 11.45 2.26 2.04 30.35

F17_3 2.40 8.50 2173.84 2171.07 2173.44 2.62 53.43 11.45 2.75 2.04 37.19

F18 blinding - 3200x6300

F18_1 6.30 3.2 2173.84 2171.48 2175.50 2.21 44.57 14.64 1.92 2.02 25.99

F19 blinding - 5000x10700

F19_1 10.70 5.00 2173.84 2171.02 2175.50 2.68 143.11 55.44 4.47 5.35 77.85

F20 blinding - 90.03 sq.m.

F20_1 90.03 1.00 2173.84 2171.62 2175.50 2.07 186.00 85.40 2.85 9.00 88.75

F20_2 90.03 1.00 2173.84 2171.55 2175.50 2.14 192.84 85.40 3.05 9.00 95.39

F21 blinding - 90.83 sq.m.

F21_1 90.83 1.00 2173.84 2171.16 2175.50 2.53 230.07 86.36 4.37 9.08 130.26

F21_2 90.83 1.00 2173.84 2171.16 2175.50 2.53 230.07 86.36 4.37 9.08 130.26

F22 blinding - 145.30 sq.m.

F22_1 145.30 1.00 2173.84 2171.18 2175.50 2.51 365.43 140.39 5.08 14.53 205.43

F22_2 145.30 1.00 2173.84 2171.14 2175.50 2.55 371.10 140.39 5.21 14.53 210.97

F23 blinding - 83.37 sq.m.

F23_1 83.37 1.00 2173.84 2171.33 2175.50 2.36 196.92 79.76 1.03 8.34 107.79

5,827.10 3,610.38 TOTAL

Page 22 of 93

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Remarks

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Remarks

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Remarks

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Remarks

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Remarks

M3

Page 27 of 93

Page 28: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 07 - PH1

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

To footings

FP1 F12_1 3.90 3.90 2166.830 2167.200 2170.890 3.69 56.12 2167.200 0.37 5.63

FP2 F12_2 3.90 3.90 2167.252 2167.200 2170.630 3.43 52.17 2167.200 -0.05 -0.79

FP3 F7_1 3.20 3.20 2167.258 2167.200 2170.780 3.58 36.66 2167.200 -0.06 -0.59

FP4 F5_1 2.90 2.90 2167.247 2167.200 2170.960 3.76 31.62 2167.200 -0.05 -0.40

FP5 F8_1 3.40 3.40 2167.596 2167.500 2172.650 5.15 59.53 2167.500 -0.10 -1.11

FP6 F6_1 3.10 3.10 2167.552 2167.500 2170.560 3.06 29.41 2167.500 -0.05 -0.50

FP8 F7_2 3.20 3.20 2167.654 2167.300 2171.530 4.23 43.32 2167.300 -0.35 -3.62

F7_3 3.20 3.20 2167.654 2167.200 2171.530 4.33 44.34 2167.200 -0.45 -4.65

FP9 F18_1 6.70 10.70 2167.255 2167.200 2170.970 3.77 270.27 2167.200 -0.06 -3.94

FP10 F6_2 3.10 3.10 2167.291 2167.200 2172.480 5.28 50.74 2167.200 -0.09 -0.87

FP11 F6_3 3.10 3.10 2167.600 2167.200 2173.370 6.17 59.29 2167.200 -0.40 -3.84

FP12 F6_4 3.10 3.10 2167.591 2167.500 2174.390 6.89 66.21 2167.500 -0.09 -0.87

FP13 F6_5 3.10 3.10 2167.596 2167.500 2172.780 5.28 50.74 2167.500 -0.10 -0.92

FP14 F6_6 3.10 3.10 2167.597 2167.500 2172.610 5.11 49.11 2167.500 -0.10 -0.93

FP15 F6_7 3.10 3.10 2167.620 2167.500 2173.770 6.27 60.25 2167.500 -0.12 -1.15

FP16 F6_8 3.10 3.10 2167.616 2167.500 2174.210 6.71 64.48 2167.500 -0.12 -1.11

FP17 F15_1 4.95 4.95 2167.613 2167.500 2173.490 5.99 146.77 2167.500 -0.11 -2.77

FP18 F13_1 4.10 4.10 2167.984 2168.000 2172.630 4.63 77.83 2168.000 0.02 0.27

FP20 F27_1 108.50 1.00 2167.503 2167.500 2173.050 5.55 602.18 2167.500 0.00 -0.33

FP21 F_1 1.00 1.00 2167.776 2167.600 2172.660 5.06 5.06 2167.600 -0.18 -0.18

FP22 F9_1 3.50 3.50 2170.003 2168.000 2170.940 2.94 36.02 2168.000 -2.00 -24.54

FP36 F9_2 3.50 3.50 2167.162 2167.200 2170.100 2.90 35.53 2167.200 0.04 0.47

FP37 F9_3 3.50 3.50 2167.237 2167.200 2170.270 3.07 37.61 2167.200 -0.04 -0.45

FP38 F9_4 3.50 3.50 2167.818 2167.200 2170.291 3.09 37.86 2167.200 -0.62 -7.57

FP39 F9_5 3.50 3.50 2167.290 2167.200 2170.840 3.64 44.59 2167.200 -0.09 -1.10

FP40 F9_6 3.50 3.50 2167.224 2167.200 2170.890 3.69 45.20 2167.200 -0.02 -0.29

FP41 F13_2 4.10 4.10 2168.110 2167.500 2171.070 3.57 60.01 2167.500 -0.61 -10.25

FP57 F_2 1.00 1.00 2169.716 2167.600 2170.100 2.50 2.50 2167.600 -2.12 -2.12

FP58 F_3 1.00 1.00 2167.192 2167.600 2170.100 2.50 2.50 2167.600 0.41 0.41

FP59 F_4 1.00 1.00 2167.170 2167.200 2169.350 2.15 2.15 2167.200 0.03 0.03

FP77 F3_1 2.60 2.60 2168.358 2167.500 2173.320 5.82 39.34 2167.500 -0.86 -5.80

FP79 F24_1 4.20 6.20 2168.344 2167.500 2173.790 6.29 163.79 2167.500 -0.84 -21.98

FP80 F25_1 2.00 4.00 2167.413 2167.500 2173.090 5.59 44.72 2167.500 0.09 0.70

FP81 F25_2 2.00 4.00 2167.380 2167.500 2173.046 5.55 44.37 2167.500 0.12 0.96

FP82 F25_3 2.00 4.00 2167.443 2167.500 2172.910 5.41 43.28 2167.500 0.06 0.46

FP83 F25_4 2.00 4.00 2167.517 2167.500 2172.968 5.47 43.74 2167.500 -0.02 -0.14

FP84 F25_5 2.00 4.00 2167.493 2167.500 2172.700 5.20 41.60 2167.500 0.01 0.06

FP85 F25_6 2.00 4.00 2167.628 2167.500 2172.980 5.48 43.84 2167.500 -0.13 -1.02

FP86 F26_1 3.20 4.20 2167.618 2167.500 2172.720 5.22 70.16 2167.500 -0.12 -1.59

FP88 F_7 1.00 1.00 2169.712 2167.500 2169.960 2.46 2.46 2167.500 -2.21 -2.21

FP89 F13_13 4.10 4.10 2167.213 2167.200 2169.960 2.76 46.40 2167.200 -0.01 -0.22

FP90 F10_1 3.70 3.70 2167.187 2167.200 2170.826 3.63 49.64 2167.200 0.01 0.18

FP90A F10_2 3.70 3.70 2167.105 2167.200 2171.200 4.00 54.76 2167.200 0.09 1.30

FP129 F27_2 107.43 1.00 2167.464 2167.200 2169.680 2.48 266.43 2167.200 -0.26 -28.36

FP142 F9_7 3.50 3.50 2167.451 2167.300 2171.798 4.50 55.10 2167.300 -0.15 -1.85

FP143 F9_8 3.50 3.50 2167.463 2167.300 2173.252 5.95 72.91 2167.300 -0.16 -2.00

FP144 F9_9 3.50 3.50 2167.470 2167.300 2173.340 6.04 73.99 2167.300 -0.17 -2.08

FP145 F13_4 4.10 4.10 2167.428 2167.300 2172.870 5.57 93.63 2167.300 -0.13 -2.15

FP159 F1_1 2.10 2.10 2168.598 2167.300 2170.617 3.32 14.63 2167.300 -1.30 -5.72

FP160 F1_2 2.10 2.10 2167.487 2167.300 2170.860 3.56 15.70 2167.300 -0.19 -0.82

FP161 F1_3 2.10 2.10 2167.492 2167.300 2171.390 4.09 18.04 2167.300 -0.19 -0.85

FP162 F1_4 2.10 2.10 2167.485 2167.300 2171.960 4.66 20.55 2167.300 -0.18 -0.82

FP163 F9_10 3.50 3.50 2167.494 2167.300 2174.969 7.67 93.95 2167.300 -0.19 -2.38

FP176 F1_5 2.10 2.10 2167.571 2167.300 2173.170 5.87 25.89 2167.300 -0.27 -1.20

FP177 F1_6 2.10 2.10 2167.241 2167.300 2174.299 7.00 30.87 2167.300 0.06 0.26

FP186 F1_7 2.10 2.10 2167.848 2167.300 2170.610 3.31 14.60 2167.300 -0.55 -2.42

FP187 F1_8 2.10 2.10 2167.732 2167.300 2171.730 4.43 19.54 2167.300 -0.43 -1.91

FP188 F1_9 2.10 2.10 2167.273 2167.300 2173.730 6.43 28.36 2167.300 0.03 0.12

FP189 F1_10 2.10 2.10 2167.377 2167.300 2173.789 6.49 28.62 2167.300 -0.08 -0.34

FP190 F9_11 3.50 3.50 2167.251 2167.300 2173.800 6.50 79.63 2167.300 0.05 0.60

FP198 F27_3 107.43 1.00 2167.379 2167.400 2170.630 3.23 347.00 2167.400 0.02 2.26

FP199 F9_12 3.50 3.50 2167.408 2167.400 2170.815 3.41 41.83 2167.400 -0.01 -0.10

FP200 F10_3 3.70 3.70 2167.372 2167.400 2173.570 6.17 84.47 2167.400 0.03 0.38

FP201 F10_4 3.70 3.70 2167.292 2167.400 2173.360 5.96 81.59 2167.400 0.11 1.48

FP202 F15_2 4.95 4.95 2167.354 2167.400 2174.015 6.61 162.08 2167.400 0.05 1.13

FP217 F 1.00 1.00 2167.591 2169.675 2170.830 1.15 1.15 2169.675 2.08 2.08

FP218 F13_5 4.10 4.10 2167.415 2167.600 2170.870 3.27 54.97 2167.600 0.18 3.11

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavation

Elevation of

BODF

Natural grade

elevation

Depth of

excavation

Quantity of

excavation

Quantity of back filling

Page 28 of 93

Page 29: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 07 - PH1

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavation

Elevation of

BODF

Natural grade

elevation

Depth of

excavation

Quantity of

excavation

Quantity of back filling

FP219 F13_6 4.10 4.10 2167.281 2167.400 2170.889 3.49 58.65 2167.400 0.12 2.00

FP220 F13_7 4.10 4.10 2167.723 2167.200 2171.260 4.06 68.25 2167.200 -0.52 -8.79

FP233 F_5 1.00 1.00 2167.704 2167.200 2170.890 3.69 3.69 2167.200 -0.50 -0.50

FP234 F_6 1.00 1.00 2167.699 2167.200 2170.860 3.66 3.66 2167.200 -0.50 -0.50

FP235 F_7 1.00 1.00 2167.688 2169.675 2170.840 1.16 1.16 2169.675 1.99 1.99

FP246 F9_13 3.50 3.50 2167.697 2167.600 2170.910 3.31 40.55 2167.600 -0.10 -1.19

FP247 F9_14 3.50 3.50 2167.686 2167.600 2171.050 3.45 42.26 2167.600 -0.09 -1.05

FP248 F9_15 3.50 3.50 2167.701 2167.600 2171.080 3.48 42.63 2167.600 -0.10 -1.24

FP249 F9_16 3.50 3.50 2167.699 2167.600 2174.560 6.96 85.26 2167.600 -0.10 -1.21

FP250 with

tunnel 318.63 1.00 2167.235 2170.800 2172.444 1.64 523.82 2170.800 3.57 1135.90

FP263 F4_1 2.70 2.70 2168.832 2168.500 2172.420 3.92 28.58 2168.500 -0.33 -2.42

FP266 F4_2 2.70 2.70 2170.294 2169.300 2171.640 2.34 17.06 2169.300 -0.99 -7.25

FP269 F4_3 2.70 2.70 2169.466 2169.300 2173.046 3.75 27.31 2169.300 -0.17 -1.21

FP274 F4_4 2.70 2.70 2167.451 2167.500 2171.210 3.71 27.05 2167.500 0.05 0.36

FP279 F4_5 2.70 2.70 2167.463 2167.500 2171.220 3.72 27.12 2167.500 0.04 0.27

FP284 F4_6 2.70 2.70 2167.452 2167.500 2171.340 3.84 27.99 2167.500 0.05 0.35

FP285 F2_1 2.40 2.40 2167.457 2167.500 2172.090 4.59 26.44 2167.500 0.04 0.25

FP286 F4_7 2.70 2.70 2167.446 2167.500 2171.916 4.42 32.19 2167.500 0.05 0.39

FP290 F3_2 2.60 2.60 2167.590 2167.300 2172.066 4.77 32.22 2167.300 -0.29 -1.96

F3_3 2.60 2.60 2167.457 2167.500 2172.066 4.57 30.87 2167.500 0.04 0.29

FP292 F4_8 2.10 2.10 2167.486 2167.500 2172.156 4.66 20.53 2167.500 0.01 0.06

5740.96 975.54

To Wall footings

Area / Length Width BOGS+D fillRequired

heightQuantity

#1 C4 5.07 2.50 2167.623 2169.675 2.05 26.01 2169.675 2.05 26.01

#2 ,, 0.67 2.50 2167.560 2169.675 2.12 3.54 2169.675 2.12 3.54

#3 ,, 3.53 2.50 2167.505 2169.675 2.17 19.12 2169.675 2.17 19.12

#4 ,, 3.43 2.50 2167.480 2169.675 2.20 18.82 2169.675 2.20 18.82

#5 ,, 2.00 2.50 2167.411 2169.675 2.26 11.32 2169.675 2.26 11.32

#6 ,, 3.52 2.50 2167.396 2169.675 2.28 20.06 2169.675 2.28 20.06

#7 ,, 1.07 2.50 2167.878 2169.675 1.80 4.81 2169.675 1.80 4.81

#8 ,, 5.50 1.00 2168.358 2169.675 1.32 7.24 2169.675 1.32 7.24

#9 A19 - A20 , B21 12.63 1.00 2167.545 2169.675 2.13 26.90 2169.675 2.13 26.90

#10 A09a - A19 , B21 56.77 2.50 2167.421 2169.675 2.25 319.90 2169.675 2.25 319.90

#11 A07 - A08 , B21 2.61 2.58 2167.258 2169.675 2.42 16.24 2169.675 2.42 16.24

#12 A06 - A07 , B21 6.44 2.58 2167.038 2169.675 2.64 43.73 2169.675 2.64 43.73

#13 B20 - B21 , A06 1.00 2.50 2167.191 2169.675 2.48 6.21 2169.675 2.48 6.21

#14 B19 - B20 , A06 2.75 2.50 2168.777 2169.675 0.90 6.17 2169.675 0.90 6.17

#15 B18 - B19 , A06 0.75 2.50 2170.003 2169.675 -0.33 -0.61 2169.675 -0.33 -0.61

#16 A05 - A06 , B18 2.25 2.50 2167.667 2169.675 2.01 11.30 2169.675 2.01 11.30

#17 A04 - A05 , B18 2.55 2.50 2167.250 2169.675 2.43 15.46 2169.675 2.43 15.46

#18 A03 - A04 , B18 2.55 2.50 2167.554 2169.675 2.12 13.52 2169.675 2.12 13.52

#19 B18 - B17 , A03 6.95 2.50 2167.461 2169.675 2.21 38.47 2169.675 2.21 38.47

#20 B17 - B15 , A03 6.95 2.50 2167.278 2169.675 2.40 41.65 2169.675 2.40 41.65

#21 A03 - A04 , B15 2.55 2.50 2167.457 2169.675 2.22 14.14 2169.675 2.22 14.14

#22 A04 - A05 , B15 2.55 2.50 2167.467 2169.675 2.21 14.08 2169.675 2.21 14.08

#23 A05 - A06 , B15 2.25 2.50 2167.440 2169.675 2.24 12.57 2169.675 2.24 12.57

#24 B15 - B14 , A06 2.25 2.50 2167.461 2169.675 2.21 12.45 2169.675 2.21 12.45

#25 B14 - B13 , A06 5.55 2.50 2167.372 2169.675 2.30 31.95 2169.675 2.30 31.95

#26 B13 - B12 , A06 1.56 2.50 2167.300 2169.675 2.38 9.26 2169.675 2.38 9.26

#27 A05 - A06 , B12 1.87 2.50 2167.300 2169.675 2.38 11.10 2169.675 2.38 11.10

#28 A04 - A05 , B12 2.35 2.50 2167.332 2169.675 2.34 13.77 2169.675 2.34 13.77

#29 A03 - A04 , B12 2.45 2.50 2167.390 2169.675 2.29 14.00 2169.675 2.29 14.00

#30 B11 - B12 , A03 6.75 2.50 2167.525 2169.675 2.15 36.28 2169.675 2.15 36.28

#31 B10 - B11 , A03 6.75 2.50 2167.712 2169.675 1.96 33.13 2169.675 1.96 33.13

#32 A03 - A04 , B10 2.55 2.50 2167.700 2169.675 1.98 12.59 2169.675 1.98 12.59

#33 A04 - A05 , B10 2.70 2.50 2167.457 2169.675 2.22 14.97 2169.675 2.22 14.97

880.15 880.15

To footings

PARKING 1

Natural grade

elevation

Depth of

excavation

Quantity of

excavation

TOTAL

Number of

Footing

Type of Wall

Footing

Dimension of blinding Elevation of

excavation

Elevation of

BODF

TOTAL

Quantity of back filling

Page 29 of 93

Page 30: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 07 - PH1

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavation

Elevation of

BODF

Natural grade

elevation

Depth of

excavation

Quantity of

excavation

Quantity of back filling

Length Width BOGS+D fillRequired

heightQuantity

FP7 F 1.00 1.00 2169.996 2170.400 2172.490 2.49 2.49 2174.175 4.18 4.18

FP19 F 1.00 1.00 2167.594 2174.175 2172.850 5.26 5.26 2174.175 6.58 6.58

FP23 F 1.00 1.00 2170.660 2174.175 2171.020 0.36 0.36 2174.175 3.52 3.52

FP24 F 1.00 1.00 2167.649 2174.175 2170.870 3.22 3.22 2174.175 6.53 6.53

FP25 F17 1.00 1.40 2167.358 2174.175 2171.150 3.79 5.31 2174.175 6.82 9.54

FP26 F 1.00 1.00 2168.670 2174.175 2172.550 3.88 3.88 2174.175 5.51 5.51

FP27 F 1.00 1.00 2170.420 2174.175 2173.578 3.16 3.16 2174.175 3.76 3.76

FP28 F 1.00 1.00 2170.418 2174.175 2172.967 2.55 2.55 2174.175 3.76 3.76

FP29 F 1.00 1.00 2170.423 2174.175 2175.170 4.75 4.75 2174.175 3.75 3.75

FP30 F 1.00 1.00 2170.419 2174.175 2172.940 2.52 2.52 2174.175 3.76 3.76

FP31 F 1.00 1.00 2170.681 2174.175 2173.130 2.45 2.45 2174.175 3.49 3.49

FP32 F 1.00 1.00 2170.693 2174.175 2173.230 2.54 2.54 2174.175 3.48 3.48

FP33 F 1.00 1.00 2170.711 2174.175 2173.050 2.34 2.34 2174.175 3.46 3.46

FP34 F 1.00 1.00 2167.600 2174.175 2173.050 5.45 5.45 2174.175 6.58 6.58

FP35 F 1.00 1.00 2167.589 2174.175 2173.050 5.46 5.46 2174.175 6.59 6.59

FP42 F 1.00 1.00 2170.809 2174.175 2171.160 0.35 0.35 2174.175 3.37 3.37

FP43 F15 4.95 4.95 2171.038 2174.175 2171.258 0.22 5.39 2174.175 3.14 76.86

FP44 F19 11.70 8.20 2171.202 2174.175 2171.968 0.77 73.49 2174.175 2.97 285.23

FP45 F13 4.10 4.10 2170.648 2174.175 2174.009 3.36 56.50 2174.175 3.53 59.29

FP46 F13 4.10 4.10 2171.193 2174.175 2173.500 2.31 38.78 2174.175 2.98 50.13

FP47 F13 4.10 4.10 2171.179 2174.175 2173.290 2.11 35.49 2174.175 3.00 50.36

FP48 F13 4.10 4.10 2171.186 2174.175 2173.385 2.20 36.97 2174.175 2.99 50.25

FP49 F13 4.10 4.10 2171.204 2174.175 2173.020 1.82 30.53 2174.175 2.97 49.94

FP50 F13 4.10 4.10 2171.183 2174.175 2173.180 2.00 33.57 2174.175 2.99 50.30

FP51 F23 4.40 12.40 2170.764 2174.175 2173.350 2.59 141.09 2174.175 3.41 186.10

FP52 F14 4.30 4.30 2170.354 2174.175 2173.170 2.82 52.07 2174.175 3.82 70.65

FP53 F14 4.30 4.30 2170.425 2174.175 2173.200 2.77 51.31 2174.175 3.75 69.34

FP54 F3 2.60 2.60 2171.544 2174.175 2172.556 1.01 6.84 2174.175 2.63 17.79

FP56 F3 2.60 2.60 2171.591 2174.175 2172.670 1.08 7.29 2174.175 2.58 17.47

FP60 F 1.00 1.00 2171.559 2174.175 2171.110 -0.45 -0.45 2174.175 2.62 2.62

FP61 F 1.00 1.00 2169.843 2174.175 2171.190 1.35 1.35 2174.175 4.33 4.33

FP62 F 1.00 1.00 2169.840 2174.175 2171.814 1.97 1.97 2174.175 4.34 4.34

FP63 F 1.00 1.00 2171.191 2174.175 2171.980 0.79 0.79 2174.175 2.98 2.98

FP64 F 1.00 1.00 2171.365 2174.175 2173.830 2.47 2.47 2174.175 2.81 2.81

FP65 F 1.00 1.00 2171.325 2174.175 2173.570 2.25 2.25 2174.175 2.85 2.85

FP66 F 1.00 1.00 2171.328 2174.175 2173.915 2.59 2.59 2174.175 2.85 2.85

FP67 F 1.00 1.00 2171.318 2174.175 2175.780 4.46 4.46 2174.175 2.86 2.86

FP68 F 1.00 1.00 2171.332 2174.175 2175.000 3.67 3.67 2174.175 2.84 2.84

FP69 F 1.00 1.00 2171.321 2174.175 2175.262 3.94 3.94 2174.175 2.85 2.85

FP70 F 1.00 1.00 2171.058 2174.175 2174.050 2.99 2.99 2174.175 3.12 3.12

FP71 F 1.00 1.00 2171.050 2174.175 2173.260 2.21 2.21 2174.175 3.13 3.13

FP72 F11 3.80 3.80 2171.161 2174.175 2173.550 2.39 34.50 2174.175 3.01 43.52

FP73 F 1.00 1.00 2170.903 2174.175 2173.250 2.35 2.35 2174.175 3.27 3.27

FP74 F8 3.40 3.40 2170.411 2174.175 2173.460 3.05 35.25 2174.175 3.76 43.51

FP75 F 1.00 1.00 2169.930 2174.175 2173.450 3.52 3.52 2174.175 4.25 4.25

FP76 CF1 4.20 7.00 2170.380 2174.175 2173.450 3.07 90.26 2174.175 3.80 111.57

FP78 F 1.00 1.00 2168.365 2174.175 2173.580 5.22 5.22 2174.175 5.81 5.81

FP87 F5 2.90 2.90 2171.659 2174.175 2172.806 1.15 9.65 2174.175 2.52 21.16

FP91 F13 4.10 4.10 2169.223 2174.175 2173.070 3.85 64.67 2174.175 4.95 83.24

FP92 F13 4.10 4.10 2170.530 2174.175 2173.396 2.87 48.18 2174.175 3.64 61.27

FP93 F15 4.95 4.95 2170.523 2174.175 2171.472 0.95 23.25 2174.175 3.65 89.48

FP94 F 1.00 1.00 2171.168 2174.175 2172.457 1.29 1.29 2174.175 3.01 3.01

FP95 F15 4.95 4.95 2171.182 2174.175 2172.940 1.76 43.08 2174.175 2.99 73.34

FP96 F9 3.50 3.50 2171.173 2174.175 2175.110 3.94 48.23 2174.175 3.00 36.77

FP97 F7 3.20 3.20 2171.208 2174.175 2174.180 2.97 30.43 2174.175 2.97 30.38

FP98 F10 3.70 3.70 2171.831 2174.175 2173.706 1.88 25.67 2174.175 2.34 32.09

FP99 F10 3.70 3.70 2171.820 2174.175 2173.670 1.85 25.33 2174.175 2.36 32.24

FP100 F10 3.70 3.70 2171.923 2174.175 2174.205 2.28 31.24 2174.175 2.25 30.83

FP101 F10 3.70 3.70 2171.710 2174.175 2174.990 3.28 44.90 2174.175 2.47 33.75

FP102 F10 3.70 3.70 2171.752 2174.175 2174.559 2.81 38.43 2174.175 2.42 33.17

FP103 F8 3.40 3.40 2171.841 2174.175 2174.180 2.34 27.04 2174.175 2.33 26.98

FP104 F12 3.90 3.90 2171.732 2174.175 2173.778 2.05 31.12 2174.175 2.44 37.16

FP105 F 1.00 1.00 2171.314 2174.175 2176.540 5.23 5.23 2174.175 2.86 2.86

FP106 F9 3.50 3.50 2171.377 2174.175 2176.680 5.30 64.96 2174.175 2.80 34.28

FP107 F 1.00 1.00 2170.860 2174.175 2173.250 2.39 2.39 2174.175 3.32 3.32

Depth of

excavation

Quantity of

excavation

Quantity of back fillingNumber of

FootingType of Footing

Dimension of blinding Elevation of

excavation

Elevation of

BODF

Natural grade

elevation

Page 30 of 93

Page 31: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 07 - PH1

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavation

Elevation of

BODF

Natural grade

elevation

Depth of

excavation

Quantity of

excavation

Quantity of back filling

FP108 F12 3.90 3.90 2170.363 2174.175 2173.620 3.26 49.54 2174.175 3.81 57.98

FP108A F 1.00 1.00 2170.378 2174.175 2173.640 3.26 3.26 2174.175 3.80 3.80

FP109 F4 2.70 2.70 2171.100 2174.175 2174.010 2.91 21.21 2174.175 3.08 22.42

FP110 F 1.00 1.00 2170.503 2174.175 2174.840 4.34 4.34 2174.175 3.67 3.67

FP111 F4 2.70 2.70 2170.514 2174.175 2174.160 3.65 26.58 2174.175 3.66 26.69

FP112 F3 2.60 2.60 2171.002 2174.175 2174.160 3.16 21.35 2174.175 3.17 21.45

FP113 F6 3.10 3.10 2170.998 2174.175 2173.728 2.73 26.24 2174.175 3.18 30.53

FP114 F3 2.60 2.60 2172.163 2174.175 2173.360 1.20 8.09 2174.175 2.01 13.60

FP115 F3 2.60 2.60 2172.241 2174.175 2173.300 1.06 7.16 2174.175 1.93 13.07

FP116 F3 2.60 2.60 2172.113 2174.175 2173.230 1.12 7.55 2174.175 2.06 13.94

FP117 F3 2.60 2.60 2171.981 2174.175 2173.100 1.12 7.56 2174.175 2.19 14.83

FP118 F2 2.40 2.40 2171.872 2174.175 2172.980 1.11 6.38 2174.175 2.30 13.27

FP119 F5 2.90 2.90 2171.703 2174.175 2173.070 1.37 11.50 2174.175 2.47 20.79

FP120 F29 1.70 1.70 2172.022 2174.175 2175.985 3.96 11.45 2174.175 2.15 6.22

FP121 F29 1.70 1.70 2172.021 2174.175 2175.985 3.96 11.46 2174.175 2.15 6.23

FP122 F 1.00 1.00 2171.951 2174.175 2173.730 1.78 1.78 2174.175 2.22 2.22

FP123 F 1.00 1.00 2171.320 2174.175 2177.400 6.08 6.08 2174.175 2.86 2.86

FP124 F4 2.70 2.70 2172.079 2174.175 2175.496 3.42 24.91 2174.175 2.10 15.28

FP125 F29 1.70 1.70 2171.650 2174.175 2177.560 5.91 17.08 2174.175 2.53 7.30

FP126 F 1.00 1.00 2170.948 2174.175 2173.927 2.98 2.98 2174.175 3.23 3.23

FP127 F29 1.70 1.70 2172.030 2174.175 2177.827 5.80 16.75 2174.175 2.14 6.20

FP128 F29 1.70 1.70 2172.027 2174.175 2178.952 6.93 20.01 2174.175 2.15 6.21

FP130 F 1.00 1.00 2170.465 2174.175 2172.377 1.91 1.91 2174.175 3.71 3.71

FP131 F 1.00 1.00 2171.421 2174.175 2173.437 2.02 2.02 2174.175 2.75 2.75

FP132 F 1.00 1.00 2171.417 2174.175 2172.530 1.11 1.11 2174.175 2.76 2.76

FP133 F10 3.70 3.70 2171.004 2174.175 2173.490 2.49 34.03 2174.175 3.17 43.41

FP134 F7 3.20 3.20 2170.998 2174.175 2173.720 2.72 27.87 2174.175 3.18 32.53

FP135 F7 3.20 3.20 2170.993 2174.175 2173.722 2.73 27.94 2174.175 3.18 32.58

FP136 F9 3.50 3.50 2171.009 2174.175 2174.200 3.19 39.09 2174.175 3.17 38.78

FP137 F6 3.10 3.10 2171.949 2174.175 2173.913 1.96 18.87 2174.175 2.23 21.39

FP138 F6 3.10 3.10 2171.325 2174.175 2176.080 4.76 45.70 2174.175 2.85 27.39

FP139 F6 3.10 3.10 2172.085 2174.175 2175.496 3.41 32.78 2174.175 2.09 20.08

FP140 F29 1.70 1.70 2172.016 2174.175 2179.980 7.96 23.02 2174.175 2.16 6.24

FP141 F29 1.70 1.70 2172.021 2174.175 2179.100 7.08 20.46 2174.175 2.15 6.23

FP146 F 1.00 1.00 2170.914 2174.175 2172.350 1.44 1.44 2174.175 3.26 3.26

FP147 F10 3.70 3.70 2171.006 2174.175 2172.415 1.41 19.29 2174.175 3.17 43.38

FP148 F7 3.20 3.20 2171.002 2174.175 2174.780 3.78 38.69 2174.175 3.17 32.49

FP149 F7 3.20 3.20 2171.003 2174.175 2173.730 2.73 27.92 2174.175 3.17 32.48

FP150 F 1.00 1.00 2173.370 2174.175 2173.730 0.36 0.36 2174.175 0.81 0.81

FP151 F8 3.40 3.40 2172.071 2174.175 2173.720 1.65 19.06 2174.175 2.10 24.32

FP152 F 1.00 1.00 2171.538 2174.175 2174.020 2.48 2.48 2174.175 2.64 2.64

FP153 F6 3.10 3.10 2171.870 2174.175 2177.020 5.15 49.49 2174.175 2.31 22.15

FP154 F 1.00 1.00 2171.948 2174.175 2174.380 2.43 2.43 2174.175 2.23 2.23

FP155 F6 3.10 3.10 2171.860 2174.175 2174.245 2.38 22.92 2174.175 2.32 22.25

FP156 F 1.00 1.00 2171.879 2174.175 2176.336 4.46 4.46 2174.175 2.30 2.30

FP157 F2 2.40 2.40 2171.845 2174.175 2176.336 4.49 25.87 2174.175 2.33 13.42

FP158 F1 2.10 2.10 2172.090 2174.175 2176.530 4.44 19.58 2174.175 2.09 9.19

FP164 F 1.00 1.00 2171.389 2174.175 2172.570 1.18 1.18 2174.175 2.79 2.79

FP165 F10 3.70 3.70 2170.400 2174.175 2172.620 2.22 30.39 2174.175 3.78 51.68

FP166 F7 3.20 3.20 2170.946 2174.175 2173.820 2.87 29.43 2174.175 3.23 33.06

FP167 F7 3.20 3.20 2171.002 2174.175 2174.236 3.23 33.12 2174.175 3.17 32.49

FP168 F 1.00 1.00 2170.993 2174.175 2173.880 2.89 2.89 2174.175 3.18 3.18

FP169 F6 3.10 3.10 2171.533 2174.175 2174.005 2.47 23.76 2174.175 2.64 25.39

FP170 F6 3.10 3.10 2171.843 2174.175 2174.104 2.26 21.73 2174.175 2.33 22.41

FP171 F 1.00 1.00 2171.839 2174.175 2174.370 2.53 2.53 2174.175 2.34 2.34

FP172 F11 3.80 3.80 2171.578 2174.175 2174.640 3.06 44.22 2174.175 2.60 37.50

FP173 F 1.00 1.00 2171.690 2174.175 2174.640 2.95 2.95 2174.175 2.49 2.49

FP174 F3 2.60 2.60 2172.258 2174.175 2176.780 4.52 30.57 2174.175 1.92 12.96

FP175 F1 2.10 2.10 2172.396 2174.175 2178.490 6.09 26.87 2174.175 1.78 7.85

FP178 F10 3.70 3.70 2170.450 2174.175 2172.700 2.25 30.80 2174.175 3.73 51.00

FP179 F6 3.10 3.10 2170.907 2174.175 2173.300 2.39 23.00 2174.175 3.27 31.41

FP180 F7 3.20 3.20 2171.287 2174.175 2173.610 2.32 23.79 2174.175 2.89 29.57

FP181 F9 3.50 3.50 2171.792 2174.175 2173.780 1.99 24.35 2174.175 2.38 29.19

FP182 F 1.00 1.00 2171.208 2174.175 2174.150 2.94 2.94 2174.175 2.97 2.97

FP183 F8 3.40 3.40 2171.639 2174.175 2174.460 2.82 32.61 2174.175 2.54 29.32

FP184 F 1.00 1.00 2171.557 2174.175 2175.111 3.55 3.55 2174.175 2.62 2.62

FP185 F5 2.90 2.90 2171.713 2174.175 2175.360 3.65 30.67 2174.175 2.46 20.71

FP191 F 1.00 1.00 2168.844 2174.175 2172.802 3.96 3.96 2174.175 5.33 5.33

Page 31 of 93

Page 32: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 07 - PH1

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavation

Elevation of

BODF

Natural grade

elevation

Depth of

excavation

Quantity of

excavation

Quantity of back filling

FP192 F10 3.70 3.70 2170.711 2174.175 2172.850 2.14 29.28 2174.175 3.46 47.42

FP193 F20 9.70 9.70 2169.901 2174.175 2173.230 3.33 313.23 2174.175 4.27 402.14

FP194 F8 3.40 3.40 2171.322 2174.175 2173.992 2.67 30.87 2174.175 2.85 32.98

FP195 F 1.00 1.00 2171.398 2174.175 2174.242 2.84 2.84 2174.175 2.78 2.78

FP196 F2 2.40 2.40 2171.996 2174.175 2174.460 2.46 14.19 2174.175 2.18 12.55

FP197 F 1.00 1.00 2171.705 2174.175 2175.361 3.66 3.66 2174.175 2.47 2.47

FP203 F17 1.00 1.40 2171.345 2174.175 2173.009 1.66 2.33 2174.175 2.83 3.96

FP204 F15 4.95 4.95 2170.763 2174.175 2172.985 2.22 54.44 2174.175 3.41 83.60

FP205 F 1.00 1.00 2171.663 2174.175 2173.890 2.23 2.23 2174.175 2.51 2.51

FP206 F5 2.90 2.90 2171.511 2174.175 2174.000 2.49 20.93 2174.175 2.66 22.40

FP207 F5 2.90 2.90 2171.877 2174.175 2175.530 3.65 30.72 2174.175 2.30 19.33

FP208 F 1.00 1.00 2169.982 2174.175 2171.280 1.30 1.30 2174.175 4.19 4.19

FP209 F 1.00 1.00 2169.749 2174.175 2173.135 3.39 3.39 2174.175 4.43 4.43

FP210 F 1.00 1.00 2170.478 2174.175 2175.643 5.16 5.16 2174.175 3.70 3.70

FP211 F 1.00 1.00 2170.516 2174.175 2174.191 3.67 3.67 2174.175 3.66 3.66

FP212 F17 1.00 1.40 2171.280 2174.175 2173.500 2.22 3.11 2174.175 2.89 4.05

FP212A F 1.00 1.00 2171.385 2174.175 2173.640 2.25 2.25 2174.175 2.79 2.79

FP213 F8 3.40 3.40 2171.126 2174.175 2173.640 2.51 29.06 2174.175 3.05 35.25

FP214 F 1.00 1.00 2171.675 2174.175 2173.880 2.20 2.20 2174.175 2.50 2.50

FP215 F2 2.40 2.40 2171.553 2174.175 2174.230 2.68 15.42 2174.175 2.62 15.10

FP216 F10 3.70 3.70 2171.495 2174.175 2173.860 2.37 32.38 2174.175 2.68 36.69

FP221 F13 4.10 4.10 2169.414 2174.175 2171.311 1.90 31.89 2174.175 4.76 80.03

FP222 F13 4.10 4.10 2171.009 2174.175 2174.930 3.92 65.91 2174.175 3.17 53.22

FP223 F16 5.20 5.20 2171.254 2174.175 2177.256 6.00 162.29 2174.175 2.92 78.98

FP224 F 1.00 1.00 2171.062 2174.175 2174.813 3.75 3.75 2174.175 3.11 3.11

FP225 F16 5.20 5.20 2170.356 2174.175 2176.130 5.77 156.13 2174.175 3.82 103.27

FP226 F21 7.20 12.70 2171.538 2174.175 2173.418 1.88 171.91 2174.175 2.64 241.13

FP227 F17 1.00 1.40 2171.385 2174.175 2173.460 2.07 2.90 2174.175 2.79 3.91

FP228 F17 1.00 1.40 2171.510 2174.175 2173.690 2.18 3.05 2174.175 2.66 3.73

FP229 F6 3.10 3.10 2171.461 2174.175 2173.860 2.40 23.05 2174.175 2.71 26.08

FP230 F29 1.70 1.70 2171.307 2174.175 2174.460 3.15 9.11 2174.175 2.87 8.29

FP231 F29 1.70 1.70 2171.506 2174.175 2174.460 2.95 8.54 2174.175 2.67 7.71

FP232 F29 1.70 1.70 2171.497 2174.175 2178.607 7.11 20.55 2174.175 2.68 7.74

FP236 F 1.00 1.00 2167.703 2174.175 2175.576 7.87 7.87 2174.175 6.47 6.47

FP237 F 1.00 1.00 2167.709 2174.175 2176.029 8.32 8.32 2174.175 6.47 6.47

FP238 F 1.00 1.00 2167.224 2174.175 2175.700 8.48 8.48 2174.175 6.95 6.95

FP239 F 1.00 1.00 2171.443 2174.175 2176.020 4.58 4.58 2174.175 2.73 2.73

FP240 F 1.00 1.00 2171.934 2174.175 2174.360 2.43 2.43 2174.175 2.24 2.24

FP241 F22 4.20 12.20 2171.250 2174.175 2173.530 2.28 116.83 2174.175 2.93 149.88

FP242 F1 2.10 2.10 2171.774 2174.175 2173.450 1.68 7.39 2174.175 2.40 10.59

FP243 F29 1.70 1.70 2171.508 2174.175 2174.008 2.50 7.23 2174.175 2.67 7.71

FP244 F29 1.70 1.70 2171.514 2174.175 2175.900 4.39 12.68 2174.175 2.66 7.69

FP245 F29 1.70 1.70 2171.891 2174.175 2177.850 5.96 17.22 2174.175 2.28 6.60

FP252 F 1.00 1.00 2172.176 2174.175 2174.140 1.96 1.96 2174.175 2.00 2.00

FP253 F12 3.90 3.90 2171.331 2174.175 2173.154 1.82 27.73 2174.175 2.84 43.26

FP254 F15 4.95 4.95 2171.340 2174.175 2173.490 2.15 52.68 2174.175 2.84 69.46

FP255 F 1.00 1.00 2171.242 2174.175 2173.100 1.86 1.86 2174.175 2.93 2.93

FP257 F5 2.90 2.90 2171.342 2174.175 2172.944 1.60 13.47 2174.175 2.83 23.83

FP258 F15 4.95 4.95 2171.393 2174.175 2172.950 1.56 38.15 2174.175 2.78 68.17

FP259 F 1.00 1.00 2172.102 2174.175 2172.549 0.45 0.45 2174.175 2.07 2.07

FP260 F22 4.20 12.20 2171.099 2174.175 2172.570 1.47 75.37 2174.175 3.08 157.61

FP261 F 1.00 1.00 2171.671 2174.175 2173.288 1.62 1.62 2174.175 2.50 2.50

FP262 F10 3.70 3.70 2171.885 2174.175 2173.690 1.80 24.71 2174.175 2.29 31.35

FP263 F4 2.70 2.70 2168.832 2174.175 2172.420 3.59 26.16 2174.175 5.34 38.95

FP264 F 1.00 1.00 2171.662 2174.175 2173.209 1.55 1.55 2174.175 2.51 2.51

FP265 F10 3.70 3.70 2171.523 2174.175 2173.506 1.98 27.15 2174.175 2.65 36.31

FP267 F15 4.95 4.95 2171.857 2174.175 2172.286 0.43 10.51 2174.175 2.32 56.80

FP267A F 1.00 1.00 2171.992 2174.175 2172.370 0.38 0.38 2174.175 2.18 2.18

FP268 F3 2.60 2.60 2170.943 2174.175 2172.450 1.51 10.19 2174.175 3.23 21.85

FP270 F15 4.95 4.95 2170.187 2174.175 2171.650 1.46 35.85 2174.175 3.99 97.72

FP271 F 1.00 1.00 2170.722 2174.175 2171.650 0.93 0.93 2174.175 3.45 3.45

FP272 F11 3.80 3.80 2170.514 2174.175 2174.285 3.77 54.45 2174.175 3.66 52.86

FP273 F3 2.60 2.60 2170.505 2174.175 2174.285 3.78 25.55 2174.175 3.67 24.81

FP275 F29 1.70 1.70 2171.189 2174.175 2175.360 4.17 12.05 2174.175 2.99 8.63

FP276 F29 1.70 1.70 2171.097 2174.175 2180.490 9.39 27.15 2174.175 3.08 8.90

FP277 F29 1.70 1.70 2171.088 2174.175 2172.460 1.37 3.97 2174.175 3.09 8.92

FP278 F29 1.70 1.70 2171.086 2174.175 2175.848 4.76 13.76 2174.175 3.09 8.93

FP280 F15 4.95 4.95 2170.343 2174.175 2171.760 1.42 34.72 2174.175 3.83 93.89

Page 32 of 93

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KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 07 - PH1

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width BOGS+D fillRequired

heightQuantity

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavation

Elevation of

BODF

Natural grade

elevation

Depth of

excavation

Quantity of

excavation

Quantity of back filling

FP281 F 1.00 1.00 2170.354 2174.175 2171.660 1.31 1.31 2174.175 3.82 3.82

FP282 F10 3.70 3.70 2170.348 2174.175 2171.850 1.50 20.56 2174.175 3.83 52.39

FP283 F1 2.10 2.10 2170.510 2174.175 2172.170 1.66 7.32 2174.175 3.66 16.16

FP287 F28 87.57 1.00 2170.222 2174.175 2172.520 2.30 201.24 2174.175 3.95 346.16

FP288 F7 3.20 3.20 2170.221 2174.175 2172.480 2.26 23.13 2174.175 3.95 40.49

FP289 F1 2.10 2.10 2170.039 2174.175 2172.660 2.62 11.56 2174.175 4.14 18.24

FP293 F 1.00 1.00 2171.447 2174.175 2172.590 1.14 1.14 2174.175 2.73 2.73

FP294 F7 3.20 3.20 2169.839 2174.175 2172.618 2.78 28.46 2174.175 4.34 44.40

FP295 F1 2.10 2.10 2171.040 2174.175 2174.182 3.14 13.86 2174.175 3.14 13.83

FP297 CF4 2.20 4.45 2173.800 2174.175 2174.531 0.73 7.16 2174.175 0.38 3.67

FP298 F6 3.10 3.10 2173.793 2174.175 2174.531 0.74 7.09 2174.175 0.38 3.67

FP299 F1 2.10 2.10 2172.956 2174.175 2174.531 1.57 6.95 2174.175 1.22 5.38

FP300 CF3 2.20 4.90 2173.526 2174.175 2174.531 1.01 10.83 2174.175 0.65 7.00

4,950.88 6,220.02

To Wall footings

Area / Length Width BOGS+D fillRequired

heightQuantity

# 1 C4 , R23 6.84 1.20 2171.610 2174.175 2172.520 0.91 7.47 2174.175 2.57 21.05

# 2 ,, 2.50 1.20 2171.610 2174.175 2172.520 0.91 2.73 2174.175 2.57 7.70

# 3 ,, 6.32 1.20 2171.590 2174.175 2172.520 0.93 7.05 2174.175 2.59 19.60

# 4 ,, 4.96 1.20 2171.590 2174.175 2172.520 0.93 5.54 2174.175 2.59 15.39

# 5 ,, 0.60 1.20 2171.590 2174.175 2172.520 0.93 0.67 2174.175 2.59 1.86

# 6 ,, 0.60 1.20 2171.590 2174.175 2172.520 0.93 0.67 2174.175 2.59 1.86

# 7 C5 , R14 5.30 1.75 2172.079 2174.175 2174.010 1.93 17.91 2174.175 2.10 19.44

# 8 C5 , R13 4.78 1.75 2172.085 2174.175 2175.496 3.41 28.53 2174.175 2.09 17.48

# 9 C5 , R12 1.91 1.75 2172.090 2174.175 2176.530 4.44 14.84 2174.175 2.09 6.97

# 10 C5 , R11 6.79 1.75 2172.090 2174.175 2178.490 6.40 76.05 2174.175 2.09 24.78

# 11 ,, 0.95 1.75 2172.396 2174.175 2176.780 4.38 7.29 2174.175 1.78 2.96

# 12 R11 - R10 3.99 1.75 2171.713 2174.175 2175.503 3.79 26.46 2174.175 2.46 17.19

# 13 R10 9.05 1.75 2171.713 2174.175 2175.270 3.56 56.33 2174.175 2.46 38.99

# 14 ,, 2.35 1.75 2171.877 2174.175 2175.530 3.65 15.02 2174.175 2.30 9.45

# 15 R9 6.17 1.75 2171.553 2174.175 2174.245 2.69 29.07 2174.175 2.62 28.31

# 16 R8 2.14 1.75 2171.461 2174.175 2173.966 2.51 9.38 2174.175 2.71 10.16

# 17 R3 - R7 104.22 1.00 2171.529 2174.175 2177.850 6.32 658.77 2174.175 2.65 275.77

# 18 R3 4.49 1.75 2170.505 2174.175 2174.945 4.44 34.89 2174.175 3.67 28.84

# 19 R2 6.54 1.75 2170.510 2174.175 2172.405 1.89 21.69 2174.175 3.66 41.95

# 20 R1 - B3 5.68 1.75 2170.510 2174.175 2172.488 1.98 19.66 2174.175 3.66 36.43

# 21 B3 - B2 3.95 1.75 2171.040 2174.175 2174.180 3.14 21.71 2174.175 3.14 21.67

# 22 B2 - B1 3.95 1.75 2172.956 2174.175 2174.530 1.57 10.88 2174.175 1.22 8.43

# 23 ,, 3.71 1.75 2173.526 2174.175 2174.530 1.00 6.52 2174.175 0.65 4.21

# 24 ,, 0.90 1.75 2173.526 2174.175 2174.530 1.00 1.58 2174.175 0.65 1.02

1,080.71 661.51

12,652.70 1,294.27GRAND TOTAL

Natural grade

elevation

Depth of

excavation

Quantity of

excavation

Quantity of back filling

TOTAL

TOTAL

Number of

Footing

Type of Wall

Footing

Dimension of blinding Elevation of

excavation

Elevation of

BODF

Page 33 of 93

Page 34: Excavation computation.xlsx

Remarks

Page 34 of 93

Page 35: Excavation computation.xlsx

Remarks

AVG EXC LVL

2167.608

AVG EXC LVL

AVG EXC LVL

2167.969

M3

M3

Remarks

Page 35 of 93

Page 36: Excavation computation.xlsx

Remarks

Remarks

Page 36 of 93

Page 37: Excavation computation.xlsx

Remarks

Page 37 of 93

Page 38: Excavation computation.xlsx

Remarks

Page 38 of 93

Page 39: Excavation computation.xlsx

Remarks

M3

M3

M3

Remarks

Page 39 of 93

Page 40: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 07 - PH2 / parking 2

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 8/18/2011

Length Width BOGS+D fillRequired

heightQuantity

To footings

IFP 1 F2_1 1.00 1.00 2167.423 2167.000 2170.210 -0.42 -0.42 2169.675 2.25 2.25

IFP 2 F3_1 2.60 2.60 2167.485 2167.000 2170.270 -0.49 -3.28 2169.675 2.19 14.80

IFP 3 F2_2 2.40 2.40 2167.517 2167.000 2169.900 -0.52 -2.98 2169.675 2.16 12.43

IFP 4 F_1 1.00 1.00 2167.428 2167.500 2170.100 0.07 0.07 2169.675 2.25 2.25

IFP 5 F_2 1.00 1.00 2167.610 2167.500 2170.170 -0.11 -0.11 2169.675 2.07 2.07

IFP 6 F6_1 3.20 3.20 2167.311 2167.500 2169.690 0.19 1.94 2169.675 2.36 24.21

IFP 7 F24_1 28.62 1.00 2167.653 2167.500 2169.750 -0.15 -4.38 2169.675 2.02 57.87

IFP 8 F12_1 4.30 4.30 2167.340 2167.300 2169.850 -0.04 -0.74 2169.675 2.34 43.17

IFP 9 F_3 1.00 1.00 2167.715 2167.800 2169.950 0.09 0.09 2169.675 1.96 1.96

IFP 10 F12_2 4.30 4.30 2167.344 2167.500 2170.000 0.16 2.88 2169.675 2.33 43.10

IFP 11 F5_1 3.10 3.10 2167.353 2167.000 2170.380 -0.35 -3.39 2169.675 2.32 22.31

IFP 12 F19_1 111.15 1.00 2167.137 2167.000 2170.425 -0.14 -15.23 2169.675 2.54 282.10

IFP 13 F7_1 3.40 3.40 2167.226 2167.200 2170.740 -0.03 -0.30 2169.675 2.45 28.31

IFP 14 F7_2 3.40 3.40 2167.228 2167.200 2170.600 -0.03 -0.32 2169.675 2.45 28.29

IFP 15 F7_3 3.40 3.40 2167.225 2167.200 2171.120 -0.03 -0.29 2169.675 2.45 28.32

IFP 16 F7_4 3.40 3.40 2167.227 2167.200 2171.370 -0.03 -0.31 2169.675 2.45 28.30

IFP 17 F7_5 3.40 3.40 2167.566 2167.500 2171.800 -0.07 -0.76 2169.675 2.11 24.38

IFP 18 F3_2 2.60 2.60 2167.042 2167.000 2172.160 -0.04 -0.28 2169.675 2.63 17.80

IFP 19 F2_3 2.40 2.40 267.800 2169.675 2172.060 1901.88 10954.80 2169.675 1901.88 10954.80

IFP 20 F3_3 2.60 2.60 2167.451 2167.000 2171.970 -0.45 -3.05 2169.675 2.22 15.03

IFP 21 F3_4 2.60 2.60 2167.079 2167.700 2171.960 0.62 4.20 2169.675 2.60 17.55

IFP 22 F2_4 2.40 2.40 2167.082 2168.000 2171.900 0.92 5.29 2169.675 2.59 14.94

IFP 23 F5_2 3.10 3.10 2167.283 2167.300 2171.850 0.02 0.16 2169.675 2.39 22.99

IFP 24 F7_6 3.40 3.40 2167.352 2167.300 2171.930 -0.05 -0.60 2169.675 2.32 26.85

IFP 25 F7_7 3.40 3.40 2167.357 2167.300 2171.750 -0.06 -0.66 2169.675 2.32 26.80

IFP 26 F7_8 3.40 3.40 2167.357 2167.300 2171.940 -0.06 -0.66 2169.675 2.32 26.80

IFP 27 F2_5 2.40 2.40 2167.663 2168.500 2169.430 0.84 4.82 2169.675 2.01 11.59

IFP 28 F2_6 2.40 2.40 2167.613 2168.000 2169.450 0.39 2.23 2169.675 2.06 11.88

IFP 29 F_4 1.00 1.00 2167.342 2167.400 2169.830 0.06 0.06 2169.675 2.33 2.33

IFP 30 F_5 1.00 1.00 2167.348 2167.300 2169.910 -0.05 -0.05 2169.675 2.33 2.33

IFP 31 F_6 1.00 1.00 2167.061 2167.000 2170.750 -0.06 -0.06 2169.675 2.61 2.61

IFP 32 F_7 1.00 1.00 2167.054 2167.300 2170.950 0.25 0.25 2169.675 2.62 2.62

IFP 33 F_8 1.00 1.00 2168.218 2167.300 2171.090 -0.92 -0.92 2169.675 1.46 1.46

IFP 34 F_9 1.00 1.00 2167.879 2167.400 2172.210 -0.48 -0.48 2169.675 1.80 1.80

IFP 35 F_10 1.00 1.00 2167.390 2167.400 2171.520 0.01 0.01 2169.675 2.29 2.29

IFP 36 F18_1 99.85 1.00 2167.455 2167.400 2173.440 -0.05 -5.49 2169.675 2.22 221.67

IFP 37 F_11 1.00 1.00 2167.230 2167.200 2173.480 -0.03 -0.03 2169.675 2.45 2.45

IFP 38 F_12 1.00 1.00 2167.181 2167.000 2172.080 -0.18 -0.18 2169.675 2.49 2.49

IFP 39 F_13 1.00 1.00 2167.066 2167.000 2171.680 -0.07 -0.07 2169.675 2.61 2.61

IFP 40 F_14 1.00 1.00 2167.661 2167.500 2171.750 -0.16 -0.16 2169.675 2.01 2.01

IFP 41 F3_5 2.60 2.60 2167.738 2167.500 2169.650 -0.24 -1.61 2169.675 1.94 13.09

IFP 42 F4_1 2.90 2.90 2167.487 2167.800 2169.700 0.31 2.63 2169.675 2.19 18.40

IFP 43 F13_1 4.95 4.95 2167.239 2167.200 2169.820 -0.04 -0.96 2169.675 2.44 59.69

IFP 44 F_15 1.00 1.00 2167.243 2167.200 2169.970 -0.04 -0.04 2169.675 2.43 2.43

IFP 45 F14_1 5.20 5.20 2167.241 2167.300 2170.080 0.06 1.60 2169.675 2.43 65.82

IFP 46 F11_1 3.90 3.90 2167.057 2167.300 2170.800 0.24 3.70 2169.675 2.62 39.82

IFP 47 F11_2 3.90 3.90 2167.447 2167.400 2170.940 -0.05 -0.71 2169.675 2.23 33.89

IFP 48 F11_3 3.90 3.90 2167.447 2167.400 2171.110 -0.05 -0.71 2169.675 2.23 33.89

IFP 49 F11_4 3.90 3.90 2167.452 2167.400 2171.310 -0.05 -0.79 2169.675 2.22 33.81

IFP 50 F11_5 3.90 3.90 2167.443 2167.000 2171.600 -0.44 -6.74 2169.675 2.23 33.95

IFP 51 F9_1 3.70 3.70 2167.411 2167.300 2174.270 -0.11 -1.52 2169.675 2.26 30.99

IFP 52 F17_1 5.20 5.20 2167.351 2167.200 2172.280 -0.15 -4.08 2169.675 2.32 62.84

IFP 53 F9_2 3.70 3.70 2167.349 2167.400 2171.790 0.05 0.70 2169.675 2.33 31.84

IFP 54 F11_6 3.90 3.90 2167.341 2167.000 2171.850 -0.34 -5.19 2169.675 2.33 35.50

IFP 55 F8_1 3.50 3.50 2167.382 2167.300 2171.900 -0.08 -1.00 2169.675 2.29 28.09

IFP 56 F8_2 3.50 3.50 2167.358 2167.300 2171.800 -0.06 -0.71 2169.675 2.32 28.38

IFP 57 F2_7 2.40 2.40 2167.606 2167.300 2169.500 -0.31 -1.76 2169.675 2.07 11.92

IFP 58 F2_8 2.40 2.40 2167.574 2167.300 2169.530 -0.27 -1.58 2169.675 2.10 12.10

IFP 59 F2_9 2.40 2.40 2167.243 2167.600 2169.930 0.36 2.06 2169.675 2.43 14.01

IFP 60 F2_10 2.40 2.40 2168.000 2167.600 2169.730 -0.40 -2.30 2169.675 1.68 9.65

IFP 61 F23_1 44.78 1.00 2166.514 2166.500 2169.820 -0.01 -0.63 2169.675 3.16 141.55

IFP 62 F_16 1.00 1.00 2167.437 2167.400 2169.890 -0.04 -0.04 2169.675 2.24 2.24

IFP 63 F15 1.00 1.40 2167.430 2169.675 2170.510 2.25 3.14 2169.675 2.25 3.14

IFP 64 F_17 1.00 1.00 2167.424 2167.500 2170.700 0.08 0.08 2169.675 2.25 2.25

IFP 65 F_18 1.00 1.00 2167.428 2167.400 2170.900 -0.03 -0.03 2169.675 2.25 2.25

IFP 66 F_19 1.00 1.00 2167.043 2167.200 2171.120 0.16 0.16 2169.675 2.63 2.63

Quantity of back fillingRemarks

Depth of

excavation

Quantity of

excavation

Natural

grade

elevation

Elevation of

BODF

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavation

Page 40 of 93

Page 41: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 07 - PH2 / parking 2

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 8/18/2011

Length Width BOGS+D fillRequired

heightQuantity

Quantity of back fillingRemarks

Depth of

excavation

Quantity of

excavation

Natural

grade

elevation

Elevation of

BODF

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavation

IFP 67 F_20 1.00 1.00 2167.431 2167.200 2171.280 -0.23 -0.23 2169.675 2.24 2.24

IFP 68 F_21 1.00 1.00 2167.055 2167.200 2171.440 0.14 0.14 2169.675 2.62 2.62

IFP 69 F_22 1.00 1.00 2167.391 2167.000 2171.620 -0.39 -0.39 2169.675 2.28 2.28

IFP 70 F_23 1.00 1.00 2167.239 2167.400 2171.690 0.16 0.16 2169.675 2.44 2.44

IFP 71 F_24 1.00 1.00 2167.000 2167.000 2172.040 0.00 0.00 2169.675 2.68 2.68

IFP 72 F_25 1.00 1.00 2167.428 2167.400 2171.960 -0.03 -0.03 2169.675 2.25 2.25

IFP 73 F_26 1.00 1.00 2167.973 2167.400 2171.950 -0.57 -0.57 2169.675 1.70 1.70

IFP 74 F16_1 127.53 1.00 2168.104 2167.500 2171.950 -0.60 -77.03 2169.675 1.57 200.35

IFP 75 F2_12 2.40 2.40 2167.984 2167.500 2171.150 -0.48 -2.79 2169.675 1.69 9.74

IFP 76 F5_3 3.10 3.10 2167.973 2167.000 2169.650 -0.97 -9.35 2169.675 1.70 16.36

IFP 77 F5_4 3.10 3.10 2167.166 2167.000 2169.770 -0.17 -1.60 2169.675 2.51 24.11

IFP 78 F13_2 4.95 4.95 2167.515 2167.500 2170.100 -0.01 -0.37 2169.675 2.16 52.93

IFP 79 F_27 1.00 1.00 2167.515 2167.400 2170.100 -0.11 -0.11 2169.675 2.16 2.16

IFP 80 F21_1 5.20 10.20 2167.520 2167.000 2170.330 -0.52 -27.58 2169.675 2.16 114.30

IFP 81 F20_1 4.30 9.40 2166.384 2166.300 2170.530 -0.08 -3.40 2169.675 3.29 133.02

IFP 82 F7_9 3.40 3.40 2167.010 2167.000 2170.860 -0.01 -0.12 2169.675 2.66 30.81

IFP 83 F7_10 3.40 3.40 2167.281 2167.000 2171.060 -0.28 -3.25 2169.675 2.39 27.67

IFP 84 F7_11 3.40 3.40 2167.275 2167.000 2171.220 -0.28 -3.18 2169.675 2.40 27.74

IFP 85 F7_12 3.40 3.40 2167.273 2167.000 2171.370 -0.27 -3.16 2169.675 2.40 27.77

IFP 86 F7_13 3.40 3.40 2167.132 2167.200 2171.520 0.07 0.79 2169.675 2.54 29.40

IFP 87 F7_14 3.40 3.40 2167.129 2167.200 2171.660 0.07 0.82 2169.675 2.55 29.43

IFP 88 F10_1 3.80 3.80 2167.128 2167.000 2171.730 -0.13 -1.85 2169.675 2.55 36.78

IFP 89 F10_2 3.80 3.80 2167.126 2167.000 2171.820 -0.13 -1.82 2169.675 2.55 36.81

IFP 90 F7_15 3.40 3.40 2167.124 2167.200 2171.820 0.08 0.88 2169.675 2.55 29.49

IFP 91 F7_16 3.40 3.40 2167.112 2167.000 2171.910 -0.11 -1.29 2169.675 2.56 29.63

IFP 92 F1_1 2.10 2.10 2167.066 2167.000 2169.620 -0.07 -0.29 2169.675 2.61 11.51

IFP 93 F_28 1.00 1.00 2167.974 2168.000 2169.800 0.03 0.03 2169.675 1.70 1.70

IFP 94 F_29 1.00 1.00 2167.548 2167.500 2169.950 -0.05 -0.05 2169.675 2.13 2.13

IFP 95 F_30 1.00 1.00 2167.433 2167.500 2170.000 0.07 0.07 2169.675 2.24 2.24

IFP 96 F7_17 3.40 3.40 2167.129 2167.000 2170.510 -0.13 -1.49 2169.675 2.55 29.43

IFP 97 F5_5 3.10 3.10 2167.124 2167.200 2171.490 0.08 0.73 2169.675 2.55 24.52

IFP 98 F5_6 3.10 3.10 2168.359 2168.000 2169.840 -0.36 -3.45 2169.675 1.32 12.65

IFP 99 F4_2 2.90 2.90 2167.933 2167.500 2170.030 -0.43 -3.64 2169.675 1.74 14.65

IFP 100 F22 2.70 8.20 2167.103 2169.675 2170.300 2.57 56.94 2169.675 2.57 56.94

IFP 101 F13_3 4.95 4.95 2167.064 2167.000 2170.470 -0.06 -1.57 2169.675 2.61 63.98

IFP 102 F_31 1.00 1.00 2167.053 2167.500 2170.450 0.45 0.45 2169.675 2.62 2.62

IFP 103 F10_3 3.80 3.80 2167.123 2167.000 2170.530 -0.12 -1.78 2169.675 2.55 36.85

IFP 104 F7_18 3.40 3.40 2167.126 2167.000 2170.520 -0.13 -1.46 2169.675 2.55 29.47

IFP 105 F5_7 3.10 3.10 2167.129 2167.400 2170.790 0.27 2.60 2169.675 2.55 24.47

IFP 106 F2_11 2.40 2.40 2167.935 2167.500 2170.160 -0.43 -2.51 2169.675 1.74 10.02 AVG EXC LVL

IFP 107 F_32 1.00 1.00 2167.038 2167.000 2170.710 -0.04 -0.04 2169.675 2.64 2.64 2149.615

10,824.47 13,994.48 M3

2167.372 avg 2170.912

To wall footings

Area / Length Width BOGS+D fillRequired

heightQuantity

# 1 B21 -A04 13.90 1.00 2167.935 2169.675 2170.360 1.74 24.19 2169.675 1.74 24.19

# 2 B24-B22 , A02-A04 12.00 1.00 2168.359 2169.675 2170.200 1.32 15.79 2169.675 1.32 15.79

# 3 B24, A02 5.37 1.00 2167.066 2169.675 2170.350 2.61 14.01 2169.675 2.61 14.01

# 4 A03-A07,B26 43.94 1.00 2167.459 2169.675 2169.810 2.22 97.37 2169.675 2.22 97.37

# 5 A07 - A08, B26' 2.82 1.00 2167.353 2169.675 2170.190 2.32 6.55 2169.675 2.32 6.55

# 6 A09-A21,B26 84.21 1.00 2167.265 2169.675 2171.630 2.41 202.95 2169.675 2.41 202.95

# 7 A20 - A21, B26 3.18 1.00 2167.357 2169.675 2171.850 2.32 7.37 2169.675 2.32 7.37

# 8 B26 - B25,A21 16.05 1.00 2167.358 2169.675 2171.870 2.32 37.19 2169.675 2.32 37.19

# 9 B24,A21 8.67 1.00 2168.104 2169.675 2171.950 1.57 13.62 2169.675 1.57 13.62

# 10 A09-A21,B23 84.00 1.00 2167.159 2169.675 2171.600 2.52 211.34 2169.675 2.52 211.34

# 11 B22-B23,A09 1.74 1.00 2167.124 2169.675 2171.200 2.55 4.44 2169.675 2.55 4.44

# 12 B21-B22,A09 3.54 1.00 2167.129 2169.675 2170.870 2.55 9.01 2169.675 2.55 9.01

# 13 B20-B21,A09 0.84 1.00 2167.129 2169.675 2171.040 2.55 2.14 2169.675 2.55 2.14

645.97 645.97 M3

11,470.44 14,640.45 M3

Quantity of back fillingRemarks

TOTAL

Depth of

excavation

Quantity of

excavation

Number of

FootingType of Footing

Dimension of blinding Elevation of

excavation

Natural

grade

elevation

GRAND TOTAL

Elevation of

BODF

TOTAL

Page 41 of 93

Page 42: Excavation computation.xlsx

Consultant: Guangdong Overseas Construction Group Co., Ltd.

Al Rashid Trading & Contracting Co. (RTCC)

King Khalid University Male Academic Campus Zuhair Fayez Partnership Corporate Headquarters - Contracting Sectors

Riyadh

Summary Sheet

College: MD01 Supported Deanship

BOQ Page No. Div. 2 - 01, 1/1

Sheet No. : S - 106 - 110

Description : II/01 - Backfilling Date: 5/5/2014

Description Items Height

Measured

Quantity

Depth of

excavation Excavation volumeVolume of

pedestal (Vp)

Volume of

footing (Vf)

Volume of blinding

(Vb) Backfilling volume

b x w x h x qty b x w x t x qty b x w x 0.1m x qty Excavation volume - (Vp + Vf + Vb)

Div.02 - Site work

Div.02 - Site work\Excavation

Div.02 - Site

work\Excavation\Subterrain level

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.

C17A,F8 - 3.1x3.1x2.88m

ht 2.88 1.000 EA 3.05 m 29.310 cubic m 1.677 cubic m 5.046 cubic m 0.961 cubic m 21.627 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.

C26,F3 - 2.1x2.1x1.88m

ht 1.88 1.000 EA 2.05 m 9.040 cubic m 0.699 cubic m 1.444 cubic m 0.441 cubic m 6.457 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.

C10A,F1 - 1.5x1.5x2.68m

ht 2.68 1.000 EA 2.85 m 6.412 cubic m 0.607 cubic m 0.676 cubic m 0.225 cubic m 4.904 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.

C1C,C1C,RC wall,F2 -

1.8x5.55x2.18m ht 2.18 1.000 EA 2.35 m 6.791 cubic m 1.751 cubic m 3.424 cubic m 0.999 cubic m 0.618 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.

C1A,F6 - 2.7x2.7x2.68m

ht 2.68 1.000 EA 2.78 m 20.776 cubic m 1.023 cubic m 3.125 cubic m 0.729 cubic m 15.899 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.

C27,F2 - 1.7x1.7x2.33m

ht 2.33 1.000 EA 2.43 m 7.659 cubic m 0.477 cubic m 0.900 cubic m 0.289 cubic m 5.993 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.

C1A,F5 - 2.6x2.6x2.18m

ht 2.18 2.000 EA 2.28 m 31.772 cubic m 1.598 cubic m 5.760 cubic m 1.352 cubic m 23.062 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1,F5

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1,F5 C1,F5 - 2.6x2.6x2.48m ht 2.48 1.000 EA 2.58 m 31.772 cubic m 0.934 cubic m 2.880 cubic m 0.676 cubic m 27.282 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1,F5 C1,F5 - 2.6x2.6x2.18m ht 2.18 1.000 EA 2.28 m 15.886 cubic m 0.799 cubic m 2.880 cubic m 0.676 cubic m 11.531 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1,F8

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1,F8 C1,F8 - 3.1x3.1x2.68m ht 2.68 1.000 EA 2.78 m 27.388 cubic m 0.979 cubic m 5.046 cubic m 0.961 cubic m 20.403 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1,F8 C1,F8 - 3.1x3.1x2.88m ht 2.88 1.000 EA 2.98 m 29.310 cubic m 1.068 cubic m 5.046 cubic m 0.961 cubic m 22.235 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1C,F1

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1C,F1

C1C,F1 - 1.5x1.5x2.68m

ht 2.68 1.000 EA 2.78 m 4.612 cubic m 1.068 cubic m 0.676 cubic m 0.225 cubic m 2.643 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1C,F1

C1C,F1 - 1.5x1.5x1.88m

ht 1.88 1.000 EA 1.98 m 6.412 cubic m 0.709 cubic m 0.676 cubic m 0.225 cubic m 4.802 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C14,F2

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C14,F2

C14,F2 - 1.7x1.7x1.98m

ht 1.98 4.000 EA 2.08 m 24.565 cubic m 2.116 cubic m 3.600 cubic m 1.156 cubic m 17.693 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C14,F2

C14,F2 - 1.7x1.7x5.18m

ht 5.18 1.000 EA 5.28 m 15.461 cubic m 1.537 cubic m 0.900 cubic m 0.289 cubic m 12.736 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C14,F2

C14,F2 - 1.7x1.7x2.18m

ht 2.18 2.000 EA 2.28 m 13.583 cubic m 1.184 cubic m 1.800 cubic m 0.578 cubic m 10.021 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C14,F2

C14,F2 - 1.7x1.7x2.68m

ht 2.68 1.000 EA 2.78 m 8.236 cubic m 0.749 cubic m 0.900 cubic m 0.289 cubic m 6.298 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C17,F3

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C17,F3

C17,F3 - 2.1x2.1x1.98m

ht 1.98 4.000 EA 2.08 m 37.044 cubic m 4.599 cubic m 5.776 cubic m 1.764 cubic m 24.905 cubic m

King Khalid University

Page 43: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C17,F3

C17,F3 - 2.1x2.1x5.18m

ht 5.18 1.000 EA 5.28 m 23.593 cubic m 3.340 cubic m 1.444 cubic m 0.441 cubic m 18.369 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C17,F3 C17,F3 - 2.1x2.1x2.18 2.18 2.000 EA 2.28 m 20.727 cubic m 2.573 cubic m 2.888 cubic m 0.882 cubic m 14.384 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C17,F3

C17,F3 - 2.1x2.1x4.18m

ht 4.18 1.000 EA 4.28 m 19.183 cubic m 2.655 cubic m 1.444 cubic m 0.441 cubic m 14.643 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C24,F4

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C24,F4

C24,F4 - 2.4x2.4x1.98m

ht 1.98 2.000 EA 2.08 m 24.768 cubic m 1.508 cubic m 3.872 cubic m 1.152 cubic m 18.236 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C24,F4

C24,F4 - 2.4x2.4x2.18m

ht 2.18 2.000 EA 2.28 m 27.072 cubic m 1.688 cubic m 3.872 cubic m 1.152 cubic m 20.360 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 55.36 sq.m. Ht -

2.18m 2.18 1.000 EA 2.28 m 130.096 cubic m 7.782 cubic m 20.892 cubic m 5.536 cubic m 95.886 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 40.23 Ht - 3.18m 3.18 1.000 EA 3.28 m 134.770 cubic m 9.936 cubic m 15.180 cubic m 4.023 cubic m 105.631 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 51.27 Ht - 4.18m 4.18 1.000 EA 4.28 m 274.294 cubic m 17.061 cubic m 19.348 cubic m 5.127 cubic m 232.759 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 117.67 sq.m. Ht -

5.18m 5.18 1.000 EA 5.28 m 629.534 cubic m 47.923 cubic m 44.404 cubic m 11.767 cubic m 525.441 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 9.40 sq.m. Ht -

5.18m ht 5.18 1.000 EA 5.28 m 22.097 cubic m 6.382 cubic m 3.548 cubic m 0.940 cubic m 11.227 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 5.95 sq.m. Ht -

2.18m 2.18 1.000 EA 2.28 m 13.982 cubic m 1.413 cubic m 2.244 cubic m 0.595 cubic m 9.731 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 11.99 sq.m. Ht -

2.18m 2.18 1.000 EA 2.28 m 26.604 cubic m 3.025 cubic m 4.528 cubic m 1.199 cubic m 17.853 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall, WF blinding -

Area - 8.95 sq.m. Ht -

2.18m 2.18 1.000 EA 2.28 m 19.834 cubic m 2.346 cubic m 0.895 cubic m 16.593 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 5.21 sq.m. Ht -

2.68m 2.68 1.000 EA 2.78 m 14.848 cubic m 1.785 cubic m 2.084 cubic m 0.521 cubic m 10.458 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall, WF blinding -

Area - 12.34 sq.m. Ht -

4.18m 4.18 1.000 EA 4.28 m 53.679 cubic m 7.333 cubic m 4.936 cubic m 1.234 cubic m 40.176 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 1.71 sq.m. Ht -

2.68m 2.68 1.000 EA 2.78 m 4.873 cubic m 0.641 cubic m 0.684 cubic m 0.171 cubic m 3.377 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 7.63 sq.m. Ht -

2.68m 2.68 1.000 EA 2.78 m 20.506 cubic m 2.870 cubic m 2.878 cubic m 0.763 cubic m 13.994 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 14.39 sq.m. Ht -

2.88m 2.88 1.000 EA 2.98 m 41.419 cubic m 5.488 cubic m 5.432 cubic m 1.439 cubic m 29.060 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 54.77 sq.m.; Ht -

2.33m 2.33 1.000 EA 2.43 m 145.141 cubic m 16.092 cubic m 21.908 cubic m 5.477 cubic m 101.663 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 5.73 sq.m. Ht -

2.18m 2.18 1.000 EA 2.28 m 13.465 cubic m 1.692 cubic m 2.292 cubic m 0.573 cubic m 8.908 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

Rc wall,WF blinding - Area

- 9.17 sq.m. Ht - 2.18m 2.18 1.000 EA 2.28 m 21.549 cubic m 2.707 cubic m 3.668 cubic m 0.917 cubic m 14.257 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 3.18 sq.m. Ht -

2.18m ht 2.18 1.000 EA 2.28 m 7.473 cubic m 0.929 cubic m 1.272 cubic m 0.318 cubic m 4.954 cubic m

Page 44: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 5.61 sq.m. Ht -

2.18m 2.18 1.000 EA 2.28 m 15.988 cubic m 1.655 cubic m 2.244 cubic m 0.561 cubic m 11.528 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 17.97 sq.m. Ht -

6.68m 6.68 1.000 EA 6.78 m 42.229 cubic m 13.478 cubic m 7.188 cubic m 1.797 cubic m 19.766 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wal,WF blinding - Area

- 8.10 sq.m, Ht - 2.18m 2.18 1.000 EA 2.28 m 19.035 cubic m 2.417 cubic m 3.240 cubic m 0.810 cubic m 12.568 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area -229.83 sq.m. Ht -

2.03m 2.03 1.000 EA 2.13 m 540.100 cubic m 58.990 cubic m 91.932 cubic m 22.983 cubic m 366.196 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF blinding -

Area - 84.01, Ht - 2.18m

ht 2.18 1.000 EA 2.28 m 197.423 cubic m 22.155 cubic m 33.604 cubic m 8.401 cubic m 133.263 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall, F18

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,C10, F18

RC wall, C10,F18 -

7.3x7.6x2.18m ht 2.18 1.000 EA 2.28 m 130.378 cubic m 7.189 cubic m 36.778 cubic m 5.548 cubic m 80.863 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,Wall of elevator, F18

RC wall, Wall of

elevator,F18 -

7.3x7.6x2.78m ht 2.78 1.000 EA 2.88 m 163.666 cubic m 18.074 cubic m 36.778 cubic m 5.548 cubic m 103.266 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Before grid B1

Div.02 - Site

work\Excavation\Subterrain

level\Before grid B1

C1C,F1 - 1.5x1.5x2.48m

ht 2.48 1.000 EA 2.58 m 5.963 cubic m 0.979 cubic m 0.676 cubic m 0.225 cubic m 4.083 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Before grid B1 P,F - 1x1x1.88m ht 1.88 1.000 EA 1.98 m 2.050 cubic m 0.142 cubic m 0.256 cubic m 0.100 cubic m 1.552 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1

C26,F3 - 2.1x2.1x2.18m

ht 2.18 1.000 EA 2.28 m 10.363 cubic m 0.789 cubic m 1.444 cubic m 0.441 cubic m 7.689 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1

C10A,F1 - 1.5x1.5x2.48m

ht 2.48 1.000 EA 2.58 m 5.963 cubic m 0.540 cubic m 0.676 cubic m 0.225 cubic m 4.521 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1\W8

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1\W8

W8,C3,F19 -

3.1x9.95x3.38m ht 3.38 1.000 EA 3.48 m 109.500 cubic m 4.986 cubic m 25.448 cubic m 3.085 cubic m 75.981 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1\W8

W8,C3,F19 -

3.1x9.95x2.38m ht 2.38 1.000 EA 2.48 m 78.655 cubic m 3.054 cubic m 25.448 cubic m 3.085 cubic m 47.069 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1\C15,F5

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1\C15,F5

C15,F5 - 2.6x2.6x2.48m

ht 2.48 1.000 EA 2.58 m 17.914 cubic m 0.670 cubic m 2.880 cubic m 0.676 cubic m 13.688 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1\C15,F5

C15,F5 - 2.6x2.6x2.68m

ht 2.68 1.000 EA 2.78 m 19.266 cubic m 0.734 cubic m 2.880 cubic m 0.676 cubic m 14.976 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B2

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B2

C17A,F8 - 3.1x3.1x2.48m

ht 2.48 1.000 EA 2.58 m 25.467 cubic m 1.355 cubic m 5.046 cubic m 0.961 cubic m 18.104 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B2 P,F - 1x1x2.48m ht 2.48 1.000 EA 2.58 m 2.650 cubic m 0.196 cubic m 0.256 cubic m 0.100 cubic m 2.098 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B2

C4,F12 - 3.9x3.9x2.48m

ht 2.48 1.000 EA 2.58 m 35.743 cubic m 0.895 cubic m 10.952 cubic m 1.521 cubic m 22.376 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B2

C28,F6 - 2.7x2.7x2.88m

ht 2.88 1.000 EA 2.98 m 22.234 cubic m 1.247 cubic m 3.125 cubic m 0.729 cubic m 17.134 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B2

C28,F6 - 2.7x2.7x2.18m

ht 2.18 1.000 EA 2.28 m 17.131 cubic m 0.895 cubic m 3.125 cubic m 0.729 cubic m 12.383 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B2

C4,F12 - 3.9x3.9x2.18m

ht 2.18 1.000 EA 2.28 m 35.743 cubic m 0.744 cubic m 10.952 cubic m 1.521 cubic m 22.527 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B2 P,F - 1x1x2.18m ht 2.18 1.000 EA 2.28 m 2.350 cubic m 0.169 cubic m 0.256 cubic m 0.100 cubic m 1.825 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B2 - B3

Page 45: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B2 - B3

C1A,F7 - 2.9x2.9x1.98m

ht 1.98 1.000 EA 2.08 m 18.082 cubic m 0.664 cubic m 4.374 cubic m 0.841 cubic m 12.202 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B2 - B3

C1A,F7 - 2.9x2.9x2.38m

ht 2.38 1.000 EA 2.48 m 21.445 cubic m 0.844 cubic m 4.374 cubic m 0.841 cubic m 15.387 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3 P,F - 1x1x2.38m ht 2.38 1.000 EA 2.48 m 2.550 cubic m 0.187 cubic m 0.256 cubic m 0.100 cubic m 2.007 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3

C23,F13 - 4.1x4.1x2.58m

ht 2.58 1.000 EA 2.68 m 46.228 cubic m 0.895 cubic m 13.689 cubic m 1.681 cubic m 29.963 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3

C4,F12 - 3.9x3.9x2.88m

ht 2.88 1.000 EA 2.98 m 46.390 cubic m 1.096 cubic m 10.952 cubic m 1.521 cubic m 32.822 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3

C4A,F12 - 3.9x3.9x8.98m

ht 8.98 1.000 EA 9.08 m 139.172 cubic m 4.162 cubic m 10.952 cubic m 1.521 cubic m 122.537 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3

C4A,F12 - 3.9x3.9x2.88m

ht 2.88 1.000 EA 2.98 m 46.390 cubic m 1.096 cubic m 10.952 cubic m 1.521 cubic m 32.822 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3

C4A,F12 - 3.9x3.9x2.48m

ht 2.48 2.000 EA 2.58 m 80.613 cubic m 1.789 cubic m 21.904 cubic m 3.042 cubic m 53.878 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3

C4,F12 - 3.9x3.9x2.58m

ht 2.58 1.000 EA 2.68 m 46.390 cubic m 0.945 cubic m 10.952 cubic m 1.521 cubic m 32.973 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3

C23,F13 - 4.1x4.1x2.48m

ht 2.48 1.000 EA 2.58 m 46.228 cubic m 0.844 cubic m 13.689 cubic m 1.681 cubic m 30.013 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3 P,F - 1x1x1.98m ht 1.98 1.000 EA 2.08 m 2.150 cubic m 0.151 cubic m 0.256 cubic m 0.100 cubic m 1.643 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B3 - B4

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B3 - B4

W3,C10,F22 -

7.15x8.4x2.78m ht 2.78 2.000 EA 2.88 m 354.354 cubic m 17.851 cubic m 102.582 cubic m 12.012 cubic m 221.909 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B3 - B4\P,F

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B3 - B4\P,F P,F - 1x1x2.38m ht 2.38 1.000 EA 2.48 m 2.550 cubic m 0.187 cubic m 0.256 cubic m 0.100 cubic m 2.007 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B3 - B4\P,F P,F - 1x1x2.48m ht 2.48 1.000 EA 2.58 m 2.650 cubic m 0.196 cubic m 0.256 cubic m 0.100 cubic m 2.098 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B3 - B4\P,F P,F - 1x1x1.98m ht 1.98 1.000 EA 2.08 m 2.150 cubic m 0.151 cubic m 0.256 cubic m 0.100 cubic m 1.643 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C4,F11

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C4,F11

C4,F11 - 3.7x3.7x3.18m

ht 3.18 1.000 EA 3.28 m 45.861 cubic m 1.247 cubic m 9.800 cubic m 1.369 cubic m 33.446 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C4,F11

C4,F11 - 3.7x3.7x2.48m

ht 2.48 1.000 EA 2.58 m 36.279 cubic m 0.895 cubic m 9.800 cubic m 1.369 cubic m 24.215 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C4A,F12

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C4A,F12

C4A,F12 - 3.9x3.9x2.88m

ht 2.88 1.000 EA 2.98 m 46.390 cubic m 1.096 cubic m 10.952 cubic m 1.521 cubic m 32.822 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C4A,F12

C4A,F12 - 3.9x3.9x2.48m

ht 2.48 1.000 EA 2.58 m 40.307 cubic m 0.895 cubic m 10.952 cubic m 1.521 cubic m 26.939 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C23,F10

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C23,F10

C23,F10 - 3.5x3.5x2.68m

ht 2.68 1.000 EA 2.78 m 34.912 cubic m 1.046 cubic m 7.623 cubic m 1.225 cubic m 25.019 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C23,F10

C23,F10 - 3.5x3.5x2.48m

ht 2.48 1.000 EA 2.58 m 32.463 cubic m 0.945 cubic m 7.623 cubic m 1.225 cubic m 22.670 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\P,F

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\P,F P,F - 1x1x2.88m ht 2.88 1.000 EA 2.98 m 3.050 cubic m 0.232 cubic m 0.256 cubic m 0.100 cubic m 2.462 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\P,F P,F - 1x1x2.48m ht 2.48 1.000 EA 2.58 m 2.650 cubic m 0.196 cubic m 0.256 cubic m 0.100 cubic m 2.098 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B4 - B5

Page 46: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B4 - B5

W6,C10,C10,Elevator

wall,F24 -

7.05x8.15x2.78m ht 2.78 1.000 EA 2.88 m 169.500 cubic m 4.776 cubic m 38.120 cubic m 5.746 cubic m 120.858 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B4 - B5

W7,C9,F23 -

6.15x8.85x2.78m ht 2.78 1.000 EA 2.88 m 160.561 cubic m 6.632 cubic m 56.614 cubic m 5.443 cubic m 91.872 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B4 - B5

W7,C9,F23 -

6.15x8.85x2.58m ht 2.58 1.000 EA 2.68 m 149.676 cubic m 5.887 cubic m 56.614 cubic m 5.443 cubic m 81.732 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B4 - B5

W6,C10,C10,Elevator

wall,F24 -

7.05x8.15x2.58m ht 2.58 1.000 EA 2.68 m 158.008 cubic m 4.338 cubic m 38.120 cubic m 5.746 cubic m 109.804 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B5

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B5

C18,F5 - 2.6x2.6x2.88m

ht 2.88 1.000 EA 2.98 m 20.618 cubic m 1.179 cubic m 2.880 cubic m 0.676 cubic m 15.883 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B5

W5,C1B,C1B,F21 -

2.4x9.7x1.88m ht 1.88 1.000 EA 1.98 m 47.724 cubic m 4.904 cubic m 8.360 cubic m 2.328 cubic m 32.132 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B5

C13,F25 - 1.8x2.6x2.48m

ht 2.48 1.000 EA 2.58 m 12.402 cubic m 0.918 cubic m 1.536 cubic m 1.872 cubic m 8.076 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B5

W5,C1B,C1B,F21 -

2.4x9.7x1.98m ht 1.98 1.000 EA 2.08 m 50.052 cubic m 5.215 cubic m 8.360 cubic m 2.328 cubic m 34.149 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B5

C5,C18,F5 -

2.6x2.6x3.28m ht 3.28 1.000 EA 3.38 m 23.322 cubic m 3.042 cubic m 2.880 cubic m 0.676 cubic m 16.724 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1

C1B,F4 - 2.4x2.4x1.83m

ht 1.83 2.000 EA 1.93 m 24.768 cubic m 1.374 cubic m 3.872 cubic m 1.152 cubic m 18.370 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1

C1B,F5 - 2.6x2.6x1.83m

ht 1.83 1.000 EA 1.93 m 14.534 cubic m 0.642 cubic m 2.880 cubic m 0.676 cubic m 10.336 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1

C1B,F3 - 2.1x2.1x2.78m

ht 2.78 1.000 EA 2.88 m 13.009 cubic m 1.113 cubic m 1.444 cubic m 0.441 cubic m 10.011 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1

C1A,F8 - 3.1x3.1x2.98m

ht 2.98 1.000 EA 3.08 m 30.272 cubic m 1.113 cubic m 5.046 cubic m 0.961 cubic m 23.151 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1 C1,F4 - 2.4x2.4x1.98m ht 1.98 1.000 EA 2.08 m 12.384 cubic m 0.754 cubic m 1.936 cubic m 0.576 cubic m 9.118 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1,F6

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1,F6 C1,F6 - 2.7x2.7x2.78m ht 2.78 1.000 EA 2.88 m 21.505 cubic m 1.068 cubic m 3.125 cubic m 0.729 cubic m 16.583 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1,F6 C1,F6 - 2.7x2.7x2.63m ht 2.63 1.000 EA 2.73 m 21.505 cubic m 1.001 cubic m 3.125 cubic m 0.729 cubic m 16.650 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1A,F6

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1A,F6

C1A,F6 - 2.7x2.7x3.68m

ht 3.68 1.000 EA 3.78 m 28.066 cubic m 1.472 cubic m 3.125 cubic m 0.729 cubic m 22.740 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1A,F6

C1A,F6 - 2.7x2.7x3.18m

ht 3.18 1.000 EA 3.28 m 24.421 cubic m 1.248 cubic m 3.125 cubic m 0.729 cubic m 19.320 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1A,F7

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1A,F7

C1A,F7 - 2.9x2.9x3.18m

ht 3.18 1.000 EA 3.28 m 28.173 cubic m 1.203 cubic m 4.374 cubic m 0.841 cubic m 21.755 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1A,F7

C1A,F7 - 2.9x2.9x2.58m

ht 2.58 2.000 EA 2.68 m 23.128 cubic m 1.867 cubic m 8.748 cubic m 1.682 cubic m 10.830 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1A,F7

C1A,F7 - 2.9x2.9x1.98m

ht 1.98 1.000 EA 2.08 m 18.082 cubic m 0.664 cubic m 4.374 cubic m 0.841 cubic m 12.202 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F3

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F3 C3,F3 - 2.1x2.1x2.43m ht 2.43 1.000 EA 2.53 m 12.128 cubic m 0.602 cubic m 1.444 cubic m 0.441 cubic m 9.640 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F3 C3,F3 - 2.1x2.1x1.72m ht 1.72 2.000 EA 1.82 m 18.081 cubic m 0.803 cubic m 2.888 cubic m 0.882 cubic m 13.508 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F3 C3,F3 - 2.1x2.1x1.98m ht 1.98 1.000 EA 2.08 m 9.482 cubic m 0.475 cubic m 1.444 cubic m 0.441 cubic m 7.121 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F4

Page 47: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F4 C3,F4 - 2.4x2.4x2.43m ht 2.43 1.000 EA 2.53 m 15.840 cubic m 0.602 cubic m 1.936 cubic m 0.576 cubic m 12.726 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F4 C3,F4 - 2.4x2.4x1.72m ht 1.72 1.000 EA 1.82 m 11.808 cubic m 0.401 cubic m 1.936 cubic m 0.576 cubic m 8.895 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F4 C3,F4 - 2.4x2.4x3.53m ht 3.53 1.000 EA 3.63 m 22.176 cubic m 0.913 cubic m 1.936 cubic m 0.576 cubic m 18.751 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F4 C3,F4 - 2.4x2.4x1.83m ht 1.83 2.000 EA 1.93 m 24.768 cubic m 0.865 cubic m 3.872 cubic m 1.152 cubic m 18.879 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F4 C3,F4 - 2.4x2.4x1.98m ht 1.98 1.000 EA 2.08 m 12.384 cubic m 0.475 cubic m 1.936 cubic m 0.576 cubic m 9.397 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C7,C7A,F4

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C7,C7A,F4

C7,C7A,F4 -

2.4x2.4x2.33m ht 2.33 1.000 EA 2.43 m 15.264 cubic m 1.851 cubic m 1.936 cubic m 0.576 cubic m 10.901 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C7,C7A,F4

C7,C7A,F4 -

2.4x2.4x2.43m ht 2.43 1.000 EA 2.53 m 15.840 cubic m 1.942 cubic m 1.936 cubic m 0.576 cubic m 11.386 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C7,C7A,F4

C7,C7A,F4 -

2.4x2.4x2.63m ht 2.63 2.000 EA 2.73 m 33.984 cubic m 4.249 cubic m 3.872 cubic m 1.152 cubic m 24.711 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C9,F8

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C9,F8 C9,F8 - 3.1x3.1x3.18m ht 3.18 1.000 EA 3.28 m 32.193 cubic m 1.061 cubic m 5.046 cubic m 0.961 cubic m 25.125 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C9,F8 C9,F8 - 3.1x3.1x2.58m ht 2.58 1.000 EA 2.68 m 26.428 cubic m 0.823 cubic m 5.046 cubic m 0.961 cubic m 19.597 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C10,F5

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C10,F5

C10,F5 - 2.6x2.6x3.58m

ht 3.58 1.000 EA 3.68 m 25.350 cubic m 0.788 cubic m 2.880 cubic m 0.676 cubic m 21.006 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C10,F5

C10,F5 - 2.6x2.6x2.58m

ht 2.58 1.000 EA 2.68 m 18.590 cubic m 0.540 cubic m 2.880 cubic m 0.676 cubic m 14.494 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\P,F

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\P,F P,F - 1x1x1.93m ht 1.93 1.000 EA 2.03 m 2.250 cubic m 0.147 cubic m 0.256 cubic m 0.100 cubic m 1.747 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\P,F P,F - 1x1x2.43m ht 2.43 1.000 EA 2.53 m 2.750 cubic m 0.192 cubic m 0.256 cubic m 0.100 cubic m 2.202 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\P,F P,F - 1x1x1.83m ht 1.83 1.000 EA 1.93 m 2.150 cubic m 0.138 cubic m 0.256 cubic m 0.100 cubic m 1.656 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\W4,F20

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\W4,F20

W4,F20 - 2.5x6.7x3.03m

ht 3.03 1.000 EA 3.13 m 56.112 cubic m 3.669 cubic m 7.475 cubic m 1.675 cubic m 43.294 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\W4,F20

W4,F20 - 2.5x6.7x2.63m

ht 2.63 1.000 EA 2.73 m 49.412 cubic m 3.111 cubic m 7.130 cubic m 1.600 cubic m 37.572 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K1

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K1

C18,C25,F4 -

2.4x2.4x1.72m ht 1.72 1.000 EA 1.82 m 11.808 cubic m 1.101 cubic m 1.936 cubic m 0.576 cubic m 8.195 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K1

C22,C25,F4 -

2.4x2.4x2.48m ht 2.48 1.000 EA 2.58 m 15.264 cubic m 2.188 cubic m 1.936 cubic m 0.576 cubic m 10.564 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K1 C1,F6 - 2.7x2.7x2.03m ht 2.03 1.000 EA 2.13 m 17.131 cubic m 0.732 cubic m 3.125 cubic m 0.729 cubic m 12.546 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K1 C1,F5 - 2.6x2.6x2.08m ht 2.08 1.000 EA 2.18 m 15.210 cubic m 0.754 cubic m 2.880 cubic m 0.676 cubic m 10.900 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K2

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K2

C8,C29,F5 -

2.6x2.6x2.43m ht 2.43 1.000 EA 2.53 m 18.590 cubic m 1.122 cubic m 2.880 cubic m 0.676 cubic m 13.912 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K2

C19,C7A,F7 -

2.9x2.9x2.48m ht 2.48 1.000 EA 2.58 m 22.287 cubic m 2.120 cubic m 4.374 cubic m 0.841 cubic m 14.951 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K2 P,F - 1x1x2.03m ht 2.03 1.000 EA 2.13 m 2.350 cubic m 0.156 cubic m 0.256 cubic m 0.100 cubic m 1.838 cubic m

Page 48: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K2 C1,F6 - 2.7x2.7x2.18m ht 2.18 1.000 EA 2.28 m 17.131 cubic m 0.799 cubic m 3.125 cubic m 0.729 cubic m 12.478 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2 P,F - 1x1x2.03m ht 2.03 1.000 EA 2.13 m 2.350 cubic m 0.156 cubic m 0.256 cubic m 0.100 cubic m 1.838 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2 C3,F5 - 2.6x2.6x2.03m ht 2.03 1.000 EA 2.13 m 15.886 cubic m 0.461 cubic m 2.880 cubic m 0.676 cubic m 11.869 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2 P,F - 1x1x2.33m ht 2.33 2.000 EA 2.43 m 5.300 cubic m 0.365 cubic m 0.512 cubic m 0.200 cubic m 4.223 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2 C3,F4 - 2.4x2.4x2.33m ht 2.33 1.000 EA 2.43 m 15.264 cubic m 0.574 cubic m 1.936 cubic m 0.576 cubic m 12.178 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2 C3,F4 - 2.4x2.4x2.03m ht 2.03 1.000 EA 2.13 m 13.536 cubic m 0.489 cubic m 1.936 cubic m 0.576 cubic m 10.535 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2 C3,F5 - 2.6x2.6x1.83m ht 1.83 1.000 EA 1.93 m 14.534 cubic m 0.404 cubic m 2.880 cubic m 0.676 cubic m 10.574 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2

C1B,F4 - 2.4x2.4x1.83m

ht 1.83 1.000 EA 1.93 m 12.384 cubic m 0.687 cubic m 1.936 cubic m 0.576 cubic m 9.185 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2

C1B,F3 - 2.1x2.1x1.98m

ht 1.98 1.000 EA 2.08 m 9.482 cubic m 0.754 cubic m 1.444 cubic m 0.441 cubic m 6.842 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2

C1B,F4 - 2.4x2.4x1.98m

ht 1.98 1.000 EA 2.08 m 12.384 cubic m 0.754 cubic m 1.936 cubic m 0.576 cubic m 9.118 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2

C1B,F4 - 2.4x2.4x2.78m

ht 2.78 1.000 EA 2.88 m 16.992 cubic m 1.113 cubic m 1.936 cubic m 0.576 cubic m 13.367 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K2 - K2

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K2 - K2 P,F - 1x1x2.03m ht 2.03 1.000 EA 2.13 m 2.350 cubic m 0.156 cubic m 0.256 cubic m 0.100 cubic m 1.838 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K2 - K2 P,F - 1x1x2.53m ht 2.53 1.000 EA 2.63 m 2.850 cubic m 0.201 cubic m 0.256 cubic m 0.100 cubic m 2.293 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K2 - K2 P,F - 1x1x2.63m ht 2.63 2.000 EA 2.73 m 5.900 cubic m 0.419 cubic m 0.512 cubic m 0.200 cubic m 4.769 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K2 - K2 P,F - 1x1x2.18m ht 2.18 1.000 EA 2.28 m 2.350 cubic m 0.169 cubic m 0.256 cubic m 0.100 cubic m 1.825 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K2 - K2 P,F - 1x1x2.78m ht 2.78 1.000 EA 2.88 m 2.950 cubic m 0.223 cubic m 0.256 cubic m 0.100 cubic m 2.371 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4

C1,C11,F4 -

2.4x2.4x2.03m ht 2.03 1.000 EA 2.13 m 13.536 cubic m 1.333 cubic m 1.936 cubic m 0.576 cubic m 9.691 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4

C2,C2,C29,F6 -

2.7x2.7x2.03m ht 2.03 1.000 EA 2.13 m 17.131 cubic m 1.772 cubic m 3.125 cubic m 0.729 cubic m 11.505 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4 P,F - 1x1x2.63m ht 2.63 2.000 EA 2.73 m 5.900 cubic m 0.419 cubic m 0.512 cubic m 0.200 cubic m 4.769 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4 C3,F5 - 2.6x2.6x2.03m ht 2.03 3.000 EA 2.13 m 47.658 cubic m 1.383 cubic m 8.640 cubic m 2.028 cubic m 35.607 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4 P,F - 1x1x2.53m ht 2.53 1.000 EA 2.63 m 2.850 cubic m 0.201 cubic m 0.256 cubic m 0.100 cubic m 2.293 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4 P,F - 1x1x2.03m ht 2.03 1.000 EA 2.13 m 2.350 cubic m 0.156 cubic m 0.256 cubic m 0.100 cubic m 1.838 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4 C3,F5 - 2.6x2.6x1.63m ht 1.63 1.000 EA 1.73 m 13.182 cubic m 0.348 cubic m 2.880 cubic m 0.676 cubic m 9.278 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4 P,F - 1x1x2.22m ht 2.22 1.000 EA 2.32 m 2.550 cubic m 0.173 cubic m 0.256 cubic m 0.100 cubic m 2.021 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4 C3,F4 - 2.4x2.4x2.03m ht 2.03 1.000 EA 2.13 m 13.536 cubic m 0.489 cubic m 1.936 cubic m 0.576 cubic m 10.535 cubic m

Page 49: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4

C1B,F4 - 2.4x2.4x2.18m

ht 2.18 1.000 EA 2.28 m 13.536 cubic m 0.844 cubic m 1.936 cubic m 0.576 cubic m 10.180 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4

C1B,F4 - 2.4x2.4x2.78m

ht 2.78 1.000 EA 2.88 m 16.992 cubic m 1.113 cubic m 1.936 cubic m 0.576 cubic m 13.367 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4

C1B,F5 - 2.6x2.6x2.63m

ht 2.63 1.000 EA 2.73 m 19.942 cubic m 1.001 cubic m 2.880 cubic m 0.676 cubic m 15.385 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K5

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K5 P,F - 1x1x1.72m ht 1.72 1.000 EA 1.82 m 2.050 cubic m 0.128 cubic m 0.256 cubic m 0.100 cubic m 1.566 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K5

C19,F3 - 2.1x2.1x1.72m

ht 1.72 1.000 EA 1.82 m 9.040 cubic m 0.873 cubic m 1.444 cubic m 0.441 cubic m 6.282 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K6 - K7

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K6 - K7

C1B,F3 - 2.1x2.1x2.68m

ht 2.68 1.000 EA 2.78 m 12.568 cubic m 1.068 cubic m 1.444 cubic m 0.441 cubic m 9.615 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K6 - K7

C1B,F2 - 1.7x1.7x2.68m

ht 2.68 1.000 EA 2.78 m 8.236 cubic m 1.068 cubic m 0.900 cubic m 0.289 cubic m 5.979 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K6 - K7

C20,F3 - 2.1x2.1x2.68m

ht 2.68 1.000 EA 2.78 m 12.568 cubic m 0.989 cubic m 1.444 cubic m 0.441 cubic m 9.694 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K7

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K7

C1A,F10 - 3.4x3.4x2.18m

ht 2.18 1.000 EA 2.28 m 27.166 cubic m 0.709 cubic m 7.168 cubic m 1.156 cubic m 18.133 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K7

C1A,F10 - 3.4x3.4x2.03m

ht 2.03 1.000 EA 2.13 m 27.166 cubic m 0.642 cubic m 7.168 cubic m 1.156 cubic m 18.200 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K7

C8,C29,F5 -

2.6x2.6x2.03m ht 2.03 1.000 EA 2.13 m 15.886 cubic m 0.901 cubic m 2.880 cubic m 0.676 cubic m 11.429 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K7 C3,F4 - 2.4x2.4x2.03m ht 2.03 3.000 EA 2.13 m 40.608 cubic m 1.468 cubic m 5.808 cubic m 1.728 cubic m 31.604 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K7 P,F - 1x1x2.03m ht 2.03 2.000 EA 2.13 m 4.700 cubic m 0.311 cubic m 0.512 cubic m 0.200 cubic m 3.677 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K7 C3,F4 - 2.4x2.4x2.53m ht 2.53 1.000 EA 2.63 m 16.416 cubic m 0.631 cubic m 1.936 cubic m 0.576 cubic m 13.273 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K7 C3,F3 - 2.1x2.1x2.53m ht 2.53 1.000 EA 2.63 m 12.568 cubic m 0.631 cubic m 1.444 cubic m 0.441 cubic m 10.053 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K8

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K8

C20,F3 - 2.1x2.1x2.03m

ht 2.03 1.000 EA 2.13 m 10.363 cubic m 0.719 cubic m 1.444 cubic m 0.441 cubic m 7.759 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet, K8 - K9

Div.02 - Site

work\Excavation\Subterrain

level\Bet, K8 - K9 P,F - 1x1x2.03m ht 2.03 1.000 EA 2.13 m 2.350 cubic m 0.156 cubic m 0.256 cubic m 0.100 cubic m 1.838 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K9

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K9

C1A,F10 - 3.4x3.4x2.18m

ht 2.18 1.000 EA 2.28 m 27.166 cubic m 0.709 cubic m 7.168 cubic m 1.156 cubic m 18.133 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K9

C1A,F7 - 2.9x2.9x2.18m

ht 2.18 1.000 EA 2.28 m 19.763 cubic m 0.754 cubic m 4.374 cubic m 0.841 cubic m 13.794 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K9

C8,C29,F5 -

2.6x2.6x2.03m ht 2.03 1.000 EA 2.13 m 15.886 cubic m 0.901 cubic m 2.880 cubic m 0.676 cubic m 11.429 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K9 C3,F4 - 2.4x2.4x2.03m ht 2.03 5.000 EA 2.13 m 67.680 cubic m 2.446 cubic m 9.680 cubic m 2.880 cubic m 52.674 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K9 P,F - 1x1x2.53m ht 2.53 1.000 EA 2.63 m 2.850 cubic m 0.201 cubic m 0.256 cubic m 0.100 cubic m 2.293 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K9 P,F - 1x1x2.03m ht 2.03 1.000 EA 2.13 m 2.350 cubic m 0.156 cubic m 0.256 cubic m 0.100 cubic m 1.838 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K9 C3,F3 - 2.1x2.1x2.03m ht 2.03 1.000 EA 2.13 m 10.363 cubic m 0.489 cubic m 1.444 cubic m 0.441 cubic m 7.989 cubic m

Page 50: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K10

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K10 C5,F5 - 2.6x2.6x2.18m ht 2.18 1.000 EA 2.28 m 15.886 cubic m 1.034 cubic m 2.880 cubic m 0.676 cubic m 11.296 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K10

W4,F17 - 1.7x6.2x2.18m

ht 2.18 1.000 EA 2.28 m 24.769 cubic m 2.623 cubic m 3.600 cubic m 1.054 cubic m 17.492 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K11

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K11 C9,F9 - 3.2x3.2x2.18m ht 2.18 1.000 EA 2.28 m 24.064 cubic m 0.665 cubic m 5.400 cubic m 1.024 cubic m 16.975 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K11 C8,F5 - 2.6x2.6x2.03m ht 2.03 1.000 EA 2.13 m 15.886 cubic m 0.901 cubic m 2.880 cubic m 0.676 cubic m 11.429 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K11 P,F - 1x1x2.03m ht 2.03 2.000 EA 2.13 m 4.700 cubic m 0.311 cubic m 0.512 cubic m 0.200 cubic m 3.677 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K11 C3,F5 - 2.6x2.6x2.03m ht 2.03 1.000 EA 2.13 m 15.886 cubic m 0.461 cubic m 2.880 cubic m 0.676 cubic m 11.869 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K11 C3,F4 - 2.4x2.4x2.03m ht 2.03 4.000 EA 2.13 m 54.144 cubic m 1.957 cubic m 7.744 cubic m 2.304 cubic m 42.139 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K11 P,F - 1x1x2.33m ht 2.33 2.000 EA 2.43 m 5.300 cubic m 0.365 cubic m 0.512 cubic m 0.200 cubic m 4.223 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K11 P,F - 1x1x2.53m ht 2.53 1.000 EA 2.63 m 2.850 cubic m 0.201 cubic m 0.256 cubic m 0.100 cubic m 2.293 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K P,P,F - 1x1x2.18m ht 2.18 1.000 EA 2.28 m 2.350 cubic m 0.338 cubic m 0.256 cubic m 0.100 cubic m 1.656 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K P,F - 1x1x2.53m ht 2.53 4.000 EA 2.63 m 11.400 cubic m 0.803 cubic m 1.024 cubic m 0.400 cubic m 9.173 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K12

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K12 C9,F8 - 3.1x3.1x2.18m ht 2.18 1.000 EA 2.28 m 22.583 cubic m 0.665 cubic m 5.046 cubic m 0.961 cubic m 15.911 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K12

W4,F17 - 1.7x6.2x2.18m

ht 2.18 1.000 EA 2.28 m 24.769 cubic m 2.623 cubic m 3.600 cubic m 1.054 cubic m 17.492 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K12

C16,C29,F6 -

2.7x2.7x2.03m ht 2.03 1.000 EA 2.13 m 17.131 cubic m 2.079 cubic m 3.125 cubic m 0.729 cubic m 11.199 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K12 P,F - 1x1x2.03m ht 2.03 5.000 EA 2.13 m 11.750 cubic m 0.779 cubic m 1.280 cubic m 0.500 cubic m 9.191 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K12 C3,F8 - 3.1x3.1x2.03m ht 2.03 1.000 EA 2.13 m 22.583 cubic m 0.433 cubic m 5.046 cubic m 0.961 cubic m 16.144 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K12 C3,F7 - 2.9x2.9x2.03m ht 2.03 3.000 EA 2.13 m 59.290 cubic m 1.298 cubic m 13.122 cubic m 2.523 cubic m 42.348 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K13 - K14

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K13 - K14 P,F - 1x1x1.22m ht 1.22 1.000 EA 1.32 m 1.550 cubic m 0.083 cubic m 0.256 cubic m 0.100 cubic m 1.111 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K13 - K14 P,F - 1x1x2.03m ht 2.03 1.000 EA 2.13 m 2.350 cubic m 0.156 cubic m 0.256 cubic m 0.100 cubic m 1.838 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K14

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K14

C1A,F7 - 2.9x2.9x6.68m

ht 6.68 2.000 EA 6.78 m 39.527 cubic m 5.548 cubic m 8.748 cubic m 1.682 cubic m 23.549 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K14

C1A,F4 - 2.4x2.4x6.68m

ht 6.68 1.000 EA 6.78 m 13.536 cubic m 2.864 cubic m 1.936 cubic m 0.576 cubic m 8.160 cubic m

Div.02 - Site

work\Excavation\Ground level

Div.02 - Site

work\Excavation\Ground level\@

Grid K5

Div.02 - Site

work\Excavation\Ground level\@

Grid K5 C1,F3 - 2.1x2.1x2.88m ht 2.88 1.000 EA 2.98 m 5.292 cubic m 1.158 cubic m 1.444 cubic m 0.441 cubic m 2.249 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K5 C1,F4 - 2.4x2.4x2.88m ht 2.88 1.000 EA 2.98 m 6.912 cubic m 1.158 cubic m 1.936 cubic m 0.576 cubic m 3.242 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K7

Page 51: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Ground level\@

Grid K7 W2,F15 - 2.1x7x2.88m ht 2.88 1.000 EA 2.98 m 17.640 cubic m 1.285 cubic m 7.752 cubic m 1.470 cubic m 7.133 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K7 C1,F6 - 2.7x2.7x2.88m ht 2.88 1.000 EA 2.98 m 8.748 cubic m 1.113 cubic m 3.125 cubic m 0.729 cubic m 3.781 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K9

Div.02 - Site

work\Excavation\Ground level\@

Grid K9 W1,F15 - 2.1x7x2.88m ht 2.88 1.000 EA 2.98 m 19.110 cubic m 2.142 cubic m 7.752 cubic m 1.470 cubic m 7.746 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K9

C24,F3 - 2.1x2.1x2.98m

ht 2.98 1.000 EA 3.08 m 5.733 cubic m 1.203 cubic m 1.444 cubic m 0.441 cubic m 2.645 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K9 C1,F4 - 2.4x2.4x2.98m ht 2.98 1.000 EA 3.08 m 7.488 cubic m 1.203 cubic m 1.936 cubic m 0.576 cubic m 3.773 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K10

Div.02 - Site

work\Excavation\Ground level\@

Grid K10 P,F - 1x1x2.88m ht 2.88 1.000 EA 2.98 m 1.200 cubic m 0.232 cubic m 0.256 cubic m 0.100 cubic m 0.612 cubic m

Div.02 - Site

work\Excavation\Ground

level\Bet K - K11

Div.02 - Site

work\Excavation\Ground

level\Bet K - K11

C12,F14 - 1.4x2.6x2.88m

ht 2.88 1.000 EA 2.98 m 4.368 cubic m 1.661 cubic m 1.152 cubic m 0.364 cubic m 1.191 cubic m

Div.02 - Site

work\Excavation\Ground

level\Bet K - K11 P,F - 1x1x2.88m ht 2.88 1.000 EA 2.98 m 1.200 cubic m 0.232 cubic m 0.256 cubic m 0.100 cubic m 0.612 cubic m

Div.02 - Site

work\Excavation\Ground

level\Bet K - K12

Div.02 - Site

work\Excavation\Ground

level\Bet K - K12

C12,F14 - 1.4x2.6x3.08m

ht 3.08 1.000 EA 3.18 m 5.096 cubic m 1.790 cubic m 1.152 cubic m 0.364 cubic m 1.790 cubic m

Div.02 - Site

work\Excavation\Ground

level\Bet K - K12 P,F - 1x1x3.08m ht 3.08 1.000 EA 3.18 m 1.400 cubic m 0.250 cubic m 0.256 cubic m 0.100 cubic m 0.794 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K13

Div.02 - Site

work\Excavation\Ground level\@

Grid K13 P,F - 1x1x3.08m ht 3.08 1.000 EA 3.18 m 1.400 cubic m 0.250 cubic m 0.256 cubic m 0.100 cubic m 0.794 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K14

Div.02 - Site

work\Excavation\Ground level\@

Grid K14

W1,F16 - 2.1x6.2x2.98m

ht 2.98 1.000 EA 3.08 m 16.926 cubic m 2.232 cubic m 6.840 cubic m 1.302 cubic m 6.552 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K14 C1,F4 - 2.4x2.4x2.88 2.88 2.000 EA 2.98 m 13.824 cubic m 2.316 cubic m 3.872 cubic m 1.152 cubic m 6.484 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K14

C24,F3 - 2.1x2.1x2.88m

ht 2.88 1.000 EA 2.98 m 5.292 cubic m 1.158 cubic m 1.444 cubic m 0.441 cubic m 2.249 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K16

Div.02 - Site

work\Excavation\Ground level\@

Grid K16

W2,F16 - 2.1x6.2x3.08m

ht 3.08 1.000 EA 3.18 m 18.228 cubic m 1.393 cubic m 6.840 cubic m 1.302 cubic m 8.693 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K16 C1,F6 - 2.7x2.7x3.58m ht 3.58 2.000 EA 3.68 m 27.702 cubic m 2.855 cubic m 6.250 cubic m 1.458 cubic m 17.139 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K16

C1A,F7 - 2.9x2.9x3.88m

ht 3.88 2.000 EA 3.98 m 37.004 cubic m 3.035 cubic m 8.748 cubic m 1.682 cubic m 23.539 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K16

C1A,F5 - 2.6x2.6x4.38m

ht 4.38 1.000 EA 4.48 m 18.252 cubic m 1.787 cubic m 2.880 cubic m 0.676 cubic m 12.909 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K16 C7,F2 - 1.7x1.7x5.18m ht 5.18 1.000 EA 5.28 m 10.115 cubic m 2.225 cubic m 0.900 cubic m 0.289 cubic m 6.701 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K17

Div.02 - Site

work\Excavation\Ground level\@

Grid K17 C6,F2 - 1.7x1.7x4.68m ht 4.68 1.000 EA 4.78 m 8.670 cubic m 2.745 cubic m 0.900 cubic m 0.289 cubic m 4.736 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K18

Div.02 - Site

work\Excavation\Ground level\@

Grid K18 C1,F3 - 2.1x2.1x3.08m ht 3.08 1.000 EA 3.18 m 6.174 cubic m 1.248 cubic m 1.444 cubic m 0.441 cubic m 3.041 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K18 C1,F4 - 2.4x2.4x3.58m ht 3.58 3.000 EA 3.68 m 32.832 cubic m 4.417 cubic m 5.808 cubic m 1.728 cubic m 20.879 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K19

Div.02 - Site

work\Excavation\Ground level\@

Grid K19 C1,F3 - 2.1x2.1x4.18m ht 4.18 2.000 EA 4.28 m 22.050 cubic m 3.483 cubic m 2.888 cubic m 0.882 cubic m 14.797 cubic m

Div.02 - Site

work\Excavation\Ground

level\Beyond grid K19

Div.02 - Site

work\Excavation\Ground

level\Beyond grid K19 C5,F2 - 1.7x1.7x4.68m ht 4.68 3.000 EA 4.78 m 26.010 cubic m 7.633 cubic m 2.700 cubic m 0.867 cubic m 14.810 cubic m

TOTAL 7,565.480 cubic m 5,905.885 cubic m

Page 52: Excavation computation.xlsx

Remarks

2.88 = 2179.425 - (2176.3 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.3m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

1.88 = 2179.425 - (2177.3 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177.3m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

2.33 = 2179.275 - (2176.7 + 0.1 +

0.15) where: 2179.275m - Elev. of

SOG 2176.7m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab

2.48 = 2179.425 - (2176.7 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.7m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

2.88 = 2179.425 - (2176.3 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.3m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

1.88 = 2179.425 - (2177.3 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177.3m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

1.98 = 2179.425 - (2177.2 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177.2m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

5.18 = 2179.425 - (2174 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2174m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

1.98 = 2179.425 - (2177.2 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177.2m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

Page 53: Excavation computation.xlsx

5.18 = 2179.425 - (2174 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2174m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab

4.18 = 2179.425 - (2175 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2175m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab

1.98 = 2179.425 - (2177.2 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177.2m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab The area was

added by 6% due to the blinding

3.18 = 2179.425 - (2176 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab The area was

added by 6% due to the blinding

4.18 = 2179.425 - (2175 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2175m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab The area was added

by 6% due to the blinding

5.18 = 2179.425 - (2174 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2174m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab The area was

added by 6% due to the blinding

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab The area was

added by 6% due to the blinding

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area is added

by 6% due to the width of blinding.

4.18 = 2179.425 - (2175 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2175m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab The area of

excavation is added by 6% due to the

width of blinding.

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area is added

by 6% due to the width of blinding.

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

2.88 = 2179.425 - (2176.3 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.3m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

2.33 = 2179.275 - (2176.7 + 0.1 +

0.15) where: 2179.275m - Elev. of

SOG 2176.7m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab The area is added

by 6% due to the width of blinding.

Page 54: Excavation computation.xlsx

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area is added

by 6% due to the width of blinding.

6.68 = 2183.925 - (2177 + 0.1 +

0.15) where: 2183.925m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

2.03 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.275m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab The area is added

by 6% due to the width of blinding.

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab The area is added

by 6% due to the width of blinding.

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m -

thickness of blinding 0.15m -

thickness of slab

2.78 = 2179.425 - (2176.4 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.4m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.88m = 2179.425 -

(2177.3+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

3.38m = 2179.425 -

(2175.8+0.1+0.15) where:

2179.425m - Elev. of SOG 2175.8m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.38m = 2179.425 -

(2176.8+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.8m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.68m = 2179.425 -

(2176.5+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.88m = 2179.425 -

(2176.3+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

Page 55: Excavation computation.xlsx

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.38m = 2179.425 -

(2176.8+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.8m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.38m = 2179.425 -

(2176.8+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.8m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.58m = 2179.425 -

(2176.6+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.88m = 2179.425 -

(2176.3+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.88m = 2179.425 -

(2176.3+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.58m = 2179.425 -

(2176.6+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.78m = 2179.425 -

(2176.4+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.38m = 2179.425 -

(2176.8+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.8m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

3.18m = 2179.425 -

(2176+0.1+0.15) where: 2179.425m

- Elev. of SOG 2176m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.88m = 2179.425 -

(2176.3+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.68m = 2179.425 -

(2176.5+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.88m = 2179.425 -

(2176.3+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

Page 56: Excavation computation.xlsx

2.78m = 2179.425 -

(2176.4+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.78m = 2179.425 -

(2176.4+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.58m = 2179.425 -

(2176.6+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.58m = 2179.425 -

(2176.6+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.88m = 2179.425 -

(2176.3+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.88m = 2179.425 -

(2177.3+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

3.28m = 2179.425 -

(2175.9+0.1+0.15) where:

2179.425m - Elev. of SOG 2175.9m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.83m = 2179.275 -

(2177.2+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.83m = 2179.275 -

(2177.2+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.78m = 2179.425 -

(2176.4+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.98m = 2179.425 -

(2176.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.78m = 2179.425 -

(2176.4+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.63m = 2179.275 -

(2176.4+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

3.68m = 2179.425 -

(2175.5+0.1+0.15) where:

2179.425m - Elev. of SOG 2175.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

3.18m = 2179.425 -

(2176+0.1+0.15) where: 2179.425m

- Elev. of SOG 2176m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

3.18m = 2179.425 -

(2176+0.1+0.15) where: 2179.425m

- Elev. of SOG 2176m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.58m = 2179.425 -

(2176.6+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.43m = 2179.275 -

(2176.6+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.72m = 2179.275 -

(2177.3+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

Page 57: Excavation computation.xlsx

2.43m = 2179.275 -

(2176.6+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.72m = 2179.275 -

(2177.3+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

3.53m = 2179.275 -

(2175.5+0.1+0.15) where:

2179.275m - Elev. of SOG 2175.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.83m = 2179.275 -

(2177.2+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.33m = 2179.275 -

(2176.7+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.43m = 2179.275 -

(2176.6+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.63m = 2179.275 -

(2176.4+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

3.18m = 2179.425 -

(2176+0.1+0.15) where: 2179.425m

- Elev. of SOG 2176m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.58m = 2179.425 -

(2176.6+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

3.58m = 2179.425 -

(2175.6+0.1+0.15) where:

2179.425m - Elev. of SOG 2175.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.58m = 2179.425 -

(2176.6+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.93m = 2179.275 -

(2177.1+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.1m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.43m = 2179.275 -

(2176.6+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.83m = 2179.275 -

(2177.2+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

3.03m = 2179.275 -

(2176+0.1+0.15) where: 2179.275m

- Elev. of SOG 2176m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.63m = 2179.275 -

(2176.4+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.72m = 2179.275 -

(2177.3+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.43m = 2179.275 -

(2176.6+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

Page 58: Excavation computation.xlsx

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 21777m - BOF

0.1m - Thickness of blinding

0.15m - Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2176.7+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.33m = 2179.275 -

(2176.7+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

1.83m = 2179.275 -

(2177.2+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.83m = 2179.275 -

(2177.2+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.78m = 2179.425 -

(2176.4+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.53m = 2179.275 -

(2176.5+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.63m = 2179.275 -

(2176.4+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.78m = 2179.425 -

(2176.4+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.63m = 2179.275 -

(2176.4+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.53m = 2179.275 -

(2176.5+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

1.63m = 2179.275 -

(2177.4+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.22m = 2179.275 -

(2176.8+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.8m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

Page 59: Excavation computation.xlsx

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.78m = 2179.425 -

(2176.4+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.63m = 2179.275 -

(2176.4+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.72m = 2179.275 -

(2177.3+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

1.72m = 2179.275 -

(2177.3+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.68m = 2179.425 -

(2176.5+0.1+0.15) where:

2179.425m - Elev. of SOG 2177m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.68m = 2179.425 -

(2176.5+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.68m = 2179.425 -

(2176.5+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.53m = 2179.275 -

(2176.5+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.53m = 2179.275 -

(2176.5+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.53m = 2179.275 -

(2176.5+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

Page 60: Excavation computation.xlsx

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.33m = 2179.275 -

(2176.7+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.53m = 2179.275 -

(2176.5+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.53m = 2179.275 -

(2176.5+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

1.22m = 2179.275 -

(2177.8+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.8m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

6.68m = 2183.925 -

(2177+0.1+0.15) where: 2183.925m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

6.68m = 2183.925 -

(2177+0.1+0.15) where: 2183.925m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

The slab elevation is based on tender

drawing due to unavailable approved

shop drawing of MD01 ground flr

framing plan.

Page 61: Excavation computation.xlsx
Page 62: Excavation computation.xlsx

Consultant: Guangdong Overseas Construction Group Co., Ltd.

King Khalid University Male Academic Campus

Al Rashid Trading & Contracting Co. (RTCC)

College: MD01 Supported Deanship Corporate Headquarters - Contracting Sectors

Description :Backfilling Excavation Riyadh

Description Items Objects Measured Quantity B of blinding H of blinding BOF NGL Ave. elev . SOG Ave. Elev. Depth of excavation Calculated Quantity Remarks

Div.02 - Site work\Excavation

Div.02 - Site

work\Excavation\Subterrain level

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.

C17A,F8 - 3.1x3.1x2.88m

ht 1.000 EA 29.310 cubic m

2.88 = 2179.425 - (2176.3 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.3m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C17A,F8 -

3.1x3.1x2.88m ht 1.000 EA 3.100 m 3.100 m 2176.300 m 2182.000 m 2179.350 m 3.050 m 29.310 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.

C26,F3 - 2.1x2.1x1.88m

ht 1.000 EA 9.040 cubic m

1.88 = 2179.425 - (2177.3 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177.3m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C26,F3 -

2.1x2.1x1.88m ht 1.000 EA 2.100 m 2.100 m 2177.300 m 2182.000 m 2179.350 m 2.050 m 9.040 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.

C10A,F1 - 1.5x1.5x2.68m

ht 1.000 EA 6.412 cubic m

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C10A,F1 -

1.5x1.5x2.68m ht 1.000 EA 1.500 m 1.500 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 6.412 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.

C1C,C1C,RC wall,F2 -

1.8x5.55x2.18m ht 1.000 EA 6.791 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C1C,F2 -

1.7x1.7x2.18m ht 1.000 EA 1.700 m 1.700 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 6.791 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.

C1A,F6 - 2.7x2.7x2.68m

ht 1.000 EA 20.776 cubic m

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C1A,F6 -

2.7x2.7x2.68m ht 1.000 EA 2.700 m 2.700 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 20.776 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.

C27,F2 - 1.7x1.7x2.33m

ht 1.000 EA 7.659 cubic m

2.33 = 2179.275 - (2176.7 + 0.1 +

0.15) where: 2179.275m - Elev. of

SOG 2176.7m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C27,F2 -

1.7x1.7x2.33m ht 1.000 EA 1.700 m 1.700 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 7.659 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.

C1A,F5 - 2.6x2.6x2.18m

ht 2.000 EA 31.772 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C1A,F5 -

2.6x2.6x2.18m ht 1.000 EA 2.600 m 2.600 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 15.886 cubic m

C1A,F5 -

2.6x2.6x2.18m ht_2 1.000 EA 2.600 m 2.600 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 15.886 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1,F5

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1,F5 C1,F5 - 2.6x2.6x2.48m ht 1.000 EA 17.914 cubic m

2.48 = 2179.425 - (2176.7 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.7m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

C1,F5 -

2.6x2.6x2.48m ht 1.000 EA 2.600 m 2.600 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 17.914 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1,F5 C1,F5 - 2.6x2.6x2.18m ht 1.000 EA 15.886 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C1,F5 -

2.6x2.6x2.18m ht 1.000 EA 2.600 m 2.600 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 15.886 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1,F8

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1,F8 C1,F8 - 3.1x3.1x2.68m ht 1.000 EA 27.388 cubic m

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C1,F8 -

3.1x3.1x2.68m ht 1.000 EA 3.100 m 3.100 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 27.388 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1,F8 C1,F8 - 3.1x3.1x2.88m ht 1.000 EA 29.310 cubic m

2.88 = 2179.425 - (2176.3 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.3m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C1,F8 -

3.1x3.1x2.88m ht 1.000 EA 3.100 m 3.100 m 2176.300 m 2182.000 m 2179.350 m 3.050 m 29.310 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1C,F1

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1C,F1

C1C,F1 - 1.5x1.5x2.68m

ht 1.000 EA 4.612 cubic m

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C1C,F1 -

1.5x1.5x2.68m ht 1.000 EA 1.500 m 1.500 m 2177.300 m 2182.000 m 2179.350 m 2.050 m 4.612 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C1C,F1

C1C,F1 - 1.5x1.5x1.88m

ht 1.000 EA 6.412 cubic m

1.88 = 2179.425 - (2177.3 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177.3m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C1C,F1 -

1.5x1.5x1.88m ht 1.000 EA 1.500 m 1.500 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 6.412 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C14,F2

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C14,F2

C14,F2 - 1.7x1.7x1.98m

ht 4.000 EA 24.565 cubic m

1.98 = 2179.425 - (2177.2 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177.2m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C14,F2 -

1.7x1.7x1.98m ht 1.000 EA 1.700 m 1.700 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 6.214 cubic m

C14,F2 -

1.7x1.7x1.98m ht_2 1.000 EA 1.700 m 1.700 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 6.214 cubic m

C14,F2 -

1.7x1.7x1.98m ht_3 1.000 EA 1.700 m 1.700 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 6.214 cubic m

Page 63: Excavation computation.xlsx

C14,F2 -

1.7x1.7x1.98m ht_4 1.000 EA 1.700 m 1.700 m 2177.300 m 2182.000 m 2179.350 m 2.050 m 5.924 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C14,F2

C14,F2 - 1.7x1.7x5.18m

ht 1.000 EA 15.461 cubic m

5.18 = 2179.425 - (2174 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2174m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C14,F2 -

1.7x1.7x5.18m ht 1.000 EA 1.700 m 1.700 m 2174.000 m 2182.000 m 2179.350 m 5.350 m 15.461 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C14,F2

C14,F2 - 1.7x1.7x2.18m

ht 2.000 EA 13.583 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C14,F2 -

1.7x1.7x2.18m ht 1.000 EA 1.700 m 1.700 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 6.791 cubic m

C14,F2 -

1.7x1.7x2.18m ht_2 1.000 EA 1.700 m 1.700 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 6.791 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C14,F2

C14,F2 - 1.7x1.7x2.68m

ht 1.000 EA 8.236 cubic m

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C14,F2 -

1.7x1.7x2.68m ht 1.000 EA 1.700 m 1.700 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 8.236 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C17,F3

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C17,F3

C17,F3 - 2.1x2.1x1.98m

ht 4.000 EA 37.044 cubic m

1.98 = 2179.425 - (2177.2 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177.2m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C17,F3 -

2.1x2.1x1.98m ht 1.000 EA 2.100 m 2.100 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 9.482 cubic m

C17,F3 -

2.1x2.1x1.98m ht_2 1.000 EA 2.100 m 2.100 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 9.482 cubic m

C17,F3 -

2.1x2.1x1.98m ht_3 1.000 EA 2.100 m 2.100 m 2177.300 m 2182.000 m 2179.350 m 2.050 m 9.040 cubic m

C17,F3 -

2.1x2.1x1.98m ht_4 1.000 EA 2.100 m 2.100 m 2177.300 m 2182.000 m 2179.350 m 2.050 m 9.040 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C17,F3

C17,F3 - 2.1x2.1x5.18m

ht 1.000 EA 23.593 cubic m

5.18 = 2179.425 - (2174 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2174m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C17,F3 -

2.1x2.1x5.18m ht 1.000 EA 2.100 m 2.100 m 2174.000 m 2182.000 m 2179.350 m 5.350 m 23.593 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C17,F3 C17,F3 - 2.1x2.1x2.18 2.000 EA 20.727 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C17,F3 -

2.1x2.1x2.18 1.000 EA 2.100 m 2.100 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 10.363 cubic m

C17,F3 -

2.1x2.1x2.18_2 1.000 EA 2.100 m 2.100 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 10.363 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C17,F3

C17,F3 - 2.1x2.1x4.18m

ht 1.000 EA 19.183 cubic m

4.18 = 2179.425 - (2175 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2175m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C17,F3 -

2.1x2.1x4.18m ht 1.000 EA 2.100 m 2.100 m 2175.000 m 2182.000 m 2179.350 m 4.350 m 19.183 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C24,F4

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C24,F4

C24,F4 - 2.4x2.4x1.98m

ht 2.000 EA 24.768 cubic m

1.98 = 2179.425 - (2177.2 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177.2m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C24,F4 -

2.4x2.4x1.98m ht 1.000 EA 2.400 m 2.400 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 12.384 cubic m

C24,F4 -

2.4x2.4x1.98m ht_2 1.000 EA 2.400 m 2.400 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 12.384 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of

bldg.\C24,F4

C24,F4 - 2.4x2.4x2.18m

ht 2.000 EA 27.072 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

C24,F4 -

2.4x2.4x2.18m ht 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

C24,F4 -

2.4x2.4x2.18m ht_2 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area - 55.36

sq.m. Ht - 2.18m 1.000 EA 130.096 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area was

added by 6% due to the blinding

RC wall,WF - Area -

55.36 sq.m. Ht -

2.18m 1.000 EA 55.360 sq.m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 130.096 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area - 40.23

Ht - 3.18m 1.000 EA 134.770 cubic m

3.18 = 2179.425 - (2176 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area was

added by 6% due to the blinding

RC wall,WF - Area -

40.23 Ht - 3.18m 1.000 EA 40.230 sq.m 1.000 m 2176.000 m 2182.000 m 2179.350 m 3.350 m 134.770 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area - 51.27

Ht - 4.18m 1.000 EA 274.294 cubic m

4.18 = 2179.425 - (2175 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2175m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area was

added by 6% due to the blinding

RC wall,WF - Area -

51.27 Ht - 4.18m 1.000 EA 51.270 sq.m 1.000 m 2174.000 m 2182.000 m 2179.350 m 5.350 m 274.294 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area -

117.67 sq.m. Ht - 5.18m 1.000 EA 629.534 cubic m

5.18 = 2179.425 - (2174 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2174m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area was

added by 6% due to the blinding

RC wall,WF - Area -

117.67 sq.m. Ht -

5.18m 1.000 EA 117.670 sq.m 1.000 m 2174.000 m 2182.000 m 2179.350 m 5.350 m 629.534 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area - 9.403

sq.m. Ht - 5.18m ht 1.000 EA 22.097 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area was

added by 6% due to the blinding

RC wall,WF - Area -

9.403 sq.m. Ht -

5.18m ht 1.000 EA 9.403 sq.m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 22.097 cubic m

Page 64: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area - 5.95

sq.m. Ht - 2.18m 1.000 EA 13.982 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

RC wall,WF - Area -

5.95 sq.m. Ht -

2.18m 1.000 EA 5.950 sq.m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.982 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area - 11.99

sq.m. Ht - 2.18m 1.000 EA 26.604 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

RC wall,WF - Area -

11.321 sq.m. Ht -

2.18m 1.000 EA 11.321 sq.m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 26.604 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall, WF - Area - 8.95

sq.m. Ht - 2.18m 1.000 EA 19.834 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

RC wall, WF - Area -

8.95 sq.m. Ht -

2.18m 1.000 EA 8.440 sq.m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 19.834 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area - 5.21

sq.m. Ht - 2.68m 1.000 EA 14.848 cubic m

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area is added

by 6% due to the width of blinding.

RC wall,WF - Area -

5.21 sq.m. Ht -

2.68m 1.000 EA 5.210 sq.m 1.000 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 14.848 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall, WF - Area -

12.34 sq.m. Ht - 4.18m 1.000 EA 53.679 cubic m

4.18 = 2179.425 - (2175 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2175m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area of

excavation is added by 6% due to

the width of blinding.

RC wall, WF - Area -

12.34 sq.m. Ht -

4.18m 1.000 EA 12.340 sq.m 1.000 m 2175.000 m 2182.000 m 2179.350 m 4.350 m 53.679 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area - 1.71

sq.m. Ht - 2.68m 1.000 EA 4.873 cubic m

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area is added

by 6% due to the width of blinding.

RC wall,WF - Area -

1.71 sq.m. Ht -

2.68m 1.000 EA 1.710 sq.m 1.000 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 4.873 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area - 7.63

sq.m. Ht - 2.68m 1.000 EA 20.506 cubic m

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

RC wall,WF - Area -

7.195 sq.m. Ht -

2.68m 1.000 EA 7.195 sq.m 1.000 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 20.506 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area - 14.39

sq.m. Ht - 2.88m 1.000 EA 41.419 cubic m

2.88 = 2179.425 - (2176.3 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.3m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

RC wall,WF - Area -

13.58 sq.m. Ht -

2.88m 1.000 EA 13.580 sq.m 1.000 m 2176.300 m 2182.000 m 2179.350 m 3.050 m 41.419 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area - 54.77

sq.m.; Ht - 2.33m 1.000 EA 145.141 cubic m

2.33 = 2179.275 - (2176.7 + 0.1 +

0.15) where: 2179.275m - Elev. of

SOG 2176.7m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

RC wall,WF - Area -

54.77 sq.m.; Ht -

2.48m 1.000 EA 54.770 sq.m 1.000 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 145.141 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area - 5.73

sq.m. Ht - 2.18m 1.000 EA 13.465 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

RC wall,WF - Area -

5.73 sq.m. Ht -

2.18m 1.000 EA 5.730 sq.m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.465 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

Rc wall,WF - Area - 9.17

sq.m. Ht - 2.18m 1.000 EA 21.549 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

Rc wall,WF - Area -

9.17 sq.m. Ht -

2.18m 1.000 EA 9.170 sq.m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 21.549 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area - 3.18

sq.m. Ht - 2.18m ht 1.000 EA 7.473 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area is added

by 6% due to the width of blinding.

RC wall,WF - Area -

3.18 sq.m. Ht -

2.18m ht 1.000 EA 3.180 sq.m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 7.473 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area - 5.61

sq.m. Ht - 2.18m 1.000 EA 15.988 cubic m

2.68 = 2179.425 - (2176.5 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.5m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area is added

by 6% due to the width of blinding.

RC wall,WF - Area -

5.61 sq.m. Ht -

2.18m 1.000 EA 5.610 sq.m 1.000 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 15.988 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area - 17.97

sq.m. Ht - 6.68m 1.000 EA 42.229 cubic m

6.68 = 2183.925 - (2177 + 0.1 +

0.15) where: 2183.925m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

RC wall,WF - Area -

17.97 sq.m. Ht -

7.28m 1.000 EA 17.970 sq.m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 42.229 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wal,WF - Area - 8.10,

Ht - 2.18m 1.000 EA 19.035 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area has been

added by 6% due to the width of

blinding.

RC,wall - Area - 8.10,

Ht - 2.18m 1.000 EA 8.100 sq.m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 19.035 cubic m

Page 65: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area -

229.83 Ht - 2.03m 1.000 EA 540.100 cubic m

2.03 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.275m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area is added

by 6% due to the width of blinding.

RC wall,WF - Area -

229.83 Ht - 2.03m 1.000 EA 229.830 sq.m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 540.100 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall,WF

RC wall,WF - Area -

84.01, Ht - 2.18m ht 1.000 EA 197.423 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab The area is added

by 6% due to the width of blinding.

RC wall,WF - Area -

84.01, Ht - 2.18m ht 1.000 EA 84.010 sq.m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 197.423 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall, F18

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall, F18

RC wall,F18 -

7.3x7.6x2.18m ht 1.000 EA 130.378 cubic m

2.18 = 2179.425 - (2177 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2177m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

RC wall,F18 -

7.3x7.6x2.18m ht 1.000 EA 7.300 m 7.600 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 130.378 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Along perimeter of bldg.\RC

wall, F18

RC wall,F18 -

7.3x7.6x2.78m ht 1.000 EA 163.666 cubic m

2.78 = 2179.425 - (2176.4 + 0.1 +

0.15) where: 2179.425m - Elev. of

SOG 2176.4m - BOF 0.1m

- thickness of blinding 0.15m -

thickness of slab

RC wall, F18 -

7.3x7.6x2.78m ht 1.000 EA 7.300 m 7.600 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 163.666 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Before grid B1

Div.02 - Site

work\Excavation\Subterrain

level\Before grid B1

C1C,F1 - 1.5x1.5x2.48m

ht 1.000 EA 5.963 cubic m

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1C,F1 -

1.5x1.5x2.48m ht 1.000 EA 1.500 m 1.500 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 5.963 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Before grid B1 P,F - 1x1x1.88m ht 1.000 EA 2.050 cubic m

1.88m = 2179.425 -

(2177.3+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x1.88m ht 1.000 EA 1.000 m 1.000 m 2177.300 m 2182.000 m 2179.350 m 2.050 m 2.050 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1

C26,F3 - 2.1x2.1x2.18m

ht 1.000 EA 10.363 cubic m

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C26,F3 -

2.1x2.1x2.18m ht 1.000 EA 2.100 m 2.100 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 10.363 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1

C10A,F1 - 1.5x1.5x2.48m

ht 1.000 EA 5.963 cubic m

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C10A,F1 -

1.5x1.5x2.48m ht 1.000 EA 1.500 m 1.500 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 5.963 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1\W8

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1\W8

W8,C3,F19 -

3.1x9.95x3.38m ht 1.000 EA 109.500 cubic m

3.38m = 2179.425 -

(2175.8+0.1+0.15) where:

2179.425m - Elev. of SOG 2175.8m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

W8,C3,F19 -

3.1x9.95x3.38m ht 1.000 EA 3.100 m 9.950 m 2175.800 m 2182.000 m 2179.350 m 3.550 m 109.500 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1\W8

W8,C3,F19 -

3.1x9.95x2.38m ht 1.000 EA 78.655 cubic m

2.38m = 2179.425 -

(2176.8+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.8m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

W8,C3,F19 -

3.1x9.95x2.38m ht 1.000 EA 3.100 m 9.950 m 2176.800 m 2182.000 m 2179.350 m 2.550 m 78.655 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1\C15,F5

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1\C15,F5

C15,F5 - 2.6x2.6x2.48m

ht 1.000 EA 17.914 cubic m

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C15,F5 -

2.6x2.6x2.48m ht 1.000 EA 2.600 m 2.600 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 17.914 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B1\C15,F5

C15,F5 - 2.6x2.6x2.68m

ht 1.000 EA 19.266 cubic m

2.68m = 2179.425 -

(2176.5+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C15,F5 -

2.6x2.6x2.68m ht 1.000 EA 2.600 m 2.600 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 19.266 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B2

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B2

C17A,F8 - 3.1x3.1x2.48m

ht 1.000 EA 25.467 cubic m

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C17A,F8 -

3.1x3.1x2.48m ht 1.000 EA 3.100 m 3.100 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 25.467 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B2 P,F - 1x1x2.48m ht 1.000 EA 2.650 cubic m

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.48m ht 1.000 EA 1.000 m 1.000 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 2.650 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B2

C4,F12 - 3.9x3.9x2.48m

ht 1.000 EA 35.743 cubic m

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C4,F12 -

3.9x3.9x2.48m ht 1.000 EA 3.900 m 3.900 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 35.743 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B2

C28,F6 - 2.7x2.7x2.88m

ht 1.000 EA 22.234 cubic m

2.88m = 2179.425 -

(2176.3+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C28,F6 -

2.7x2.7x2.88m ht 1.000 EA 2.700 m 2.700 m 2176.300 m 2182.000 m 2179.350 m 3.050 m 22.234 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B2

C28,F6 - 2.7x2.7x2.18m

ht 1.000 EA 17.131 cubic m

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C28,F6 -

2.7x2.7x2.18m ht 1.000 EA 2.700 m 2.700 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 17.131 cubic m

Page 66: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B2

C4,F12 - 3.9x3.9x2.18m

ht 1.000 EA 35.743 cubic m

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C4,F12 -

3.9x3.9x2.18m ht 1.000 EA 3.900 m 3.900 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 35.743 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B2 P,F - 1x1x2.18m ht 1.000 EA 2.350 cubic m

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

P,F - 1x1x2.18m ht 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B2 - B3

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B2 - B3

C1A,F7 - 2.9x2.9x1.98m

ht 1.000 EA 18.082 cubic m

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1A,F7 -

2.9x2.9x1.98m ht 1.000 EA 2.900 m 2.900 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 18.082 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B2 - B3

C1A,F7 - 2.9x2.9x2.38m

ht 1.000 EA 21.445 cubic m

2.38m = 2179.425 -

(2176.8+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.8m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1A,F7 -

2.9x2.9x2.38m ht 1.000 EA 2.900 m 2.900 m 2176.800 m 2182.000 m 2179.350 m 2.550 m 21.445 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3 P,F - 1x1x2.38m ht 1.000 EA 2.550 cubic m

2.38m = 2179.425 -

(2176.8+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.8m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.38m ht 1.000 EA 1.000 m 1.000 m 2176.800 m 2182.000 m 2179.350 m 2.550 m 2.550 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3

C23,F13 - 4.1x4.1x2.58m

ht 1.000 EA 46.228 cubic m

2.58m = 2179.425 -

(2176.6+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C23,F13 -

4.1x4.1x2.58m ht 1.000 EA 4.100 m 4.100 m 2176.600 m 2182.000 m 2179.350 m 2.750 m 46.228 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3

C4,F12 - 3.9x3.9x2.88m

ht 1.000 EA 46.390 cubic m

2.88m = 2179.425 -

(2176.3+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C4,F12 -

3.9x3.9x2.88m ht 1.000 EA 3.900 m 3.900 m 2176.300 m 2182.000 m 2179.350 m 3.050 m 46.390 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3

C4A,F12 - 3.9x3.9x8.98m

ht 1.000 EA 139.172 cubic m

C4A,F12 -

3.9x3.9x8.98m ht 1.000 EA 3.900 m 3.900 m 2170.200 m 2182.000 m 2179.350 m 9.150 m 139.172 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3

C4A,F12 - 3.9x3.9x2.88m

ht 1.000 EA 46.390 cubic m

2.88m = 2179.425 -

(2176.3+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C4A,F12 -

3.9x3.9x2.88m ht 1.000 EA 3.900 m 3.900 m 2176.300 m 2182.000 m 2179.350 m 3.050 m 46.390 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3

C4A,F12 - 3.9x3.9x2.48m

ht 2.000 EA 80.613 cubic m

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C4A,F12 -

3.9x3.9x2.48m ht 1.000 EA 3.900 m 3.900 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 40.307 cubic m

C4A,F12 -

3.9x3.9x2.48m ht_2 1.000 EA 3.900 m 3.900 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 40.307 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3

C4,F12 - 3.9x3.9x2.58m

ht 1.000 EA 46.390 cubic m

2.58m = 2179.425 -

(2176.6+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C4,F12 -

3.9x3.9x2.58m ht 1.000 EA 3.900 m 3.900 m 2176.300 m 2182.000 m 2179.350 m 3.050 m 46.390 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3

C23,F13 - 4.1x4.1x2.48m

ht 1.000 EA 46.228 cubic m

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C23,F13 -

4.1x4.1x2.48m ht 1.000 EA 4.100 m 4.100 m 2176.600 m 2182.000 m 2179.350 m 2.750 m 46.228 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B3 P,F - 1x1x1.98m ht 1.000 EA 2.150 cubic m

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x1.98m ht 1.000 EA 1.000 m 1.000 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 2.150 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B3 - B4

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B3 - B4

W3,C10,F22 -

7.15x8.4x2.78m ht 2.000 EA 354.354 cubic m

2.78m = 2179.425 -

(2176.4+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

W3,C10,F22 -

7.15x8.4x2.78m ht 1.000 EA 7.150 m 8.400 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 177.177 cubic m

W3,C10,F22 -

7.15x8.4x2.78m ht_2 1.000 EA 7.150 m 8.400 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 177.177 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B3 - B4\P,F

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B3 - B4\P,F P,F - 1x1x2.38m ht 1.000 EA 2.550 cubic m

2.38m = 2179.425 -

(2176.8+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.8m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.38m ht 1.000 EA 1.000 m 1.000 m 2176.800 m 2182.000 m 2179.350 m 2.550 m 2.550 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B3 - B4\P,F P,F - 1x1x2.48m ht 1.000 EA 2.650 cubic m

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.48m ht 1.000 EA 1.000 m 1.000 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 2.650 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B3 - B4\P,F P,F - 1x1x1.98m ht 1.000 EA 2.150 cubic m

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x1.98m ht 1.000 EA 1.000 m 1.000 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 2.150 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C4,F11 2179.350 m 2179.350 m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C4,F11

C4,F11 - 3.7x3.7x3.18m

ht 1.000 EA 45.861 cubic m

3.18m = 2179.425 -

(2176+0.1+0.15) where: 2179.425m

- Elev. of SOG 2176m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C4,F11 -

3.7x3.7x3.18m ht 1.000 EA 3.700 m 3.700 m 2176.000 m 2182.000 m 2179.350 m 3.350 m 45.861 cubic m

Page 67: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C4,F11

C4,F11 - 3.7x3.7x2.48m

ht 1.000 EA 36.279 cubic m

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C4,F11 -

3.7x3.7x2.48m ht 1.000 EA 3.700 m 3.700 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 36.279 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C4A,F12

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C4A,F12

C4A,F12 - 3.9x3.9x2.88m

ht 1.000 EA 46.390 cubic m

2.88m = 2179.425 -

(2176.3+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C4A,F12 -

3.9x3.9x2.88m ht 1.000 EA 3.900 m 3.900 m 2176.300 m 2182.000 m 2179.350 m 3.050 m 46.390 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C4A,F12

C4A,F12 - 3.9x3.9x2.48m

ht 1.000 EA 40.307 cubic m

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C4A,F12 -

3.9x3.9x2.48m ht 1.000 EA 3.900 m 3.900 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 40.307 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C23,F10

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C23,F10

C23,F10 - 3.5x3.5x2.68m

ht 1.000 EA 34.912 cubic m

2.68m = 2179.425 -

(2176.5+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C23,F10 -

3.5x3.5x2.68m ht 1.000 EA 3.500 m 3.500 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 34.912 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\C23,F10

C23,F10 - 3.5x3.5x2.48m

ht 1.000 EA 32.463 cubic m

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C23,F10 -

3.5x3.5x2.48m ht 1.000 EA 3.500 m 3.500 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 32.463 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\P,F

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\P,F P,F - 1x1x2.88m ht 1.000 EA 3.050 cubic m

2.88m = 2179.425 -

(2176.3+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.88m ht 1.000 EA 1.000 m 1.000 m 2176.300 m 2182.000 m 2179.350 m 3.050 m 3.050 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B4\P,F P,F - 1x1x2.48m ht 1.000 EA 2.650 cubic m

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.48m ht 1.000 EA 1.000 m 1.000 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 2.650 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B4 - B5

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B4 - B5

W6,C10,C10,Elevator

wall,F24 -

7.05x8.15x2.78m ht 1.000 EA 169.500 cubic m

2.78m = 2179.425 -

(2176.4+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

W6,C10,C10,Elevator

wall,F24 -

7.05x8.15x2.78m ht 1.000 EA 7.050 m 8.150 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 169.500 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B4 - B5

W7,C9,F23 -

6.15x8.85x2.78m ht 1.000 EA 160.561 cubic m

2.78m = 2179.425 -

(2176.4+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

W7,C9,F23 -

6.15x8.85x2.78m ht 1.000 EA 6.150 m 8.850 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 160.561 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B4 - B5

W7,C9,F23 -

6.15x8.85x2.58m ht 1.000 EA 149.676 cubic m

2.58m = 2179.425 -

(2176.6+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

W7,C9,F23 -

6.15x8.85x2.58m ht 1.000 EA 6.150 m 8.850 m 2176.600 m 2182.000 m 2179.350 m 2.750 m 149.676 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. B4 - B5

W6,C10,C10,Elevator

wall,F24 -

7.05x8.15x2.58m ht 1.000 EA 158.008 cubic m

2.58m = 2179.425 -

(2176.6+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

W6,C10,C10,Elevator

wall,F24 -

7.05x8.15x2.58m ht 1.000 EA 7.050 m 8.150 m 2176.600 m 2182.000 m 2179.350 m 2.750 m 158.008 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B5

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B5

C18,F5 - 2.6x2.6x2.88m

ht 1.000 EA 20.618 cubic m

2.88m = 2179.425 -

(2176.3+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C18,F5 -

2.6x2.6x2.88m ht 1.000 EA 2.600 m 2.600 m 2176.300 m 2182.000 m 2179.350 m 3.050 m 20.618 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B5

W5,C1B,C1B,F21 -

2.4x9.7x1.88m ht 1.000 EA 47.724 cubic m

1.88m = 2179.425 -

(2177.3+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

W5,C1B,C1B,F21 -

2.4x9.7x1.88m ht 1.000 EA 2.400 m 9.700 m 2177.300 m 2182.000 m 2179.350 m 2.050 m 47.724 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B5

C13,F25 - 1.8x2.6x2.48m

ht 1.000 EA 12.402 cubic m

C13,F25 -

1.8x2.6x2.48m ht 1.000 EA 1.800 m 2.600 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 12.402 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B5

W5,C1B,C1B,F21 -

2.4x9.7x1.98m ht 1.000 EA 50.052 cubic m

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

W5,C1B,C1B,F21 -

2.4x9.7x1.98m ht 1.000 EA 2.400 m 9.700 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 50.052 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid B5

C5,C18,F5 -

2.6x2.6x3.28m ht 1.000 EA 23.322 cubic m

3.28m = 2179.425 -

(2175.9+0.1+0.15) where:

2179.425m - Elev. of SOG 2175.9m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C5,C18,F5 -

2.6x2.6x3.28m ht 1.000 EA 2.600 m 2.600 m 2175.900 m 2182.000 m 2179.350 m 3.450 m 23.322 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1

C1B,F4 - 2.4x2.4x1.83m

ht 2.000 EA 24.768 cubic m

1.83m = 2179.275 -

(2177.2+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1B,F4 -

2.4x2.4x1.83m ht 1.000 EA 2.400 m 2.400 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 12.384 cubic m

C1B,F4 -

2.4x2.4x1.83m ht_2 1.000 EA 2.400 m 2.400 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 12.384 cubic m

Page 68: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1

C1B,F5 - 2.6x2.6x1.83m

ht 1.000 EA 14.534 cubic m

1.83m = 2179.275 -

(2177.2+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1B,F5 -

2.6x2.6x1.83m ht 1.000 EA 2.600 m 2.600 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 14.534 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1

C1B,F3 - 2.1x2.1x2.78m

ht 1.000 EA 13.009 cubic m

2.78m = 2179.425 -

(2176.4+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1B,F3 -

2.1x2.1x2.78m ht 1.000 EA 2.100 m 2.100 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 13.009 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1

C1A,F8 - 3.1x3.1x2.98m

ht 1.000 EA 30.272 cubic m

2.98m = 2179.425 -

(2176.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1A,F8 -

3.1x3.1x2.98m ht 1.000 EA 3.100 m 3.100 m 2176.200 m 2182.000 m 2179.350 m 3.150 m 30.272 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1 C1,F4 - 2.4x2.4x1.98m ht 1.000 EA 12.384 cubic m

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1,F4 -

2.4x2.4x1.98m ht 1.000 EA 2.400 m 2.400 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 12.384 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1,F6

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1,F6 C1,F6 - 2.7x2.7x2.78m ht 1.000 EA 21.505 cubic m

2.78m = 2179.425 -

(2176.4+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1,F6 -

2.7x2.7x2.78m ht 1.000 EA 2.700 m 2.700 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 21.505 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1,F6 C1,F6 - 2.7x2.7x2.63m ht 1.000 EA 21.505 cubic m

2.63m = 2179.275 -

(2176.4+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1,F6 -

2.7x2.7x2.63m ht 1.000 EA 2.700 m 2.700 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 21.505 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1A,F6

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1A,F6

C1A,F6 - 2.7x2.7x3.68m

ht 1.000 EA 28.066 cubic m

3.68m = 2179.425 -

(2175.5+0.1+0.15) where:

2179.425m - Elev. of SOG 2175.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1A,F6 -

2.7x2.7x3.68m ht 1.000 EA 2.700 m 2.700 m 2175.500 m 2182.000 m 2179.350 m 3.850 m 28.066 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1A,F6

C1A,F6 - 2.7x2.7x3.18m

ht 1.000 EA 24.421 cubic m

3.18m = 2179.425 -

(2176+0.1+0.15) where: 2179.425m

- Elev. of SOG 2176m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C1A,F6 -

2.7x2.7x3.18m ht 1.000 EA 2.700 m 2.700 m 2176.000 m 2182.000 m 2179.350 m 3.350 m 24.421 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1A,F7

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1A,F7

C1A,F7 - 2.9x2.9x3.18m

ht 1.000 EA 28.173 cubic m

3.18m = 2179.425 -

(2176+0.1+0.15) where: 2179.425m

- Elev. of SOG 2176m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C1A,F7 -

2.9x2.9x3.18m ht 1.000 EA 2.900 m 2.900 m 2176.000 m 2182.000 m 2179.350 m 3.350 m 28.173 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1A,F7

C1A,F7 - 2.9x2.9x2.58m

ht 2.000 EA 23.128 cubic m

2.58m = 2179.425 -

(2176.6+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1A,F7 -

2.9x2.9x2.58m ht 1.000 EA 2.900 m 2.900 m 2176.600 m 2182.000 m 2179.350 m 2.750 m 23.128 cubic m

C1A,F7 -

2.9x2.9x2.58m ht_2 1.000 EA 2182.000 m 2179.350 m 2179.350 m 0.000 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C1A,F7

C1A,F7 - 2.9x2.9x1.98m

ht 1.000 EA 18.082 cubic m

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1A,F7 -

2.9x2.9x1.98m ht 1.000 EA 2.900 m 2.900 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 18.082 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F3

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F3 C3,F3 - 2.1x2.1x2.43m ht 1.000 EA 12.128 cubic m

2.43m = 2179.275 -

(2176.6+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C3,F3 -

2.1x2.1x2.43m ht 1.000 EA 2.100 m 2.100 m 2176.600 m 2182.000 m 2179.350 m 2.750 m 12.128 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F3 C3,F3 - 2.1x2.1x1.72m ht 2.000 EA 18.081 cubic m

1.72m = 2179.275 -

(2177.3+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C3,F3 -

2.1x2.1x1.72m ht 1.000 EA 2.100 m 2.100 m 2177.300 m 2182.000 m 2179.350 m 2.050 m 9.040 cubic m

C3,F3 -

2.1x2.1x1.72m ht_2 1.000 EA 2.100 m 2.100 m 2177.300 m 2182.000 m 2179.350 m 2.050 m 9.040 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F3 C3,F3 - 2.1x2.1x1.98m ht 1.000 EA 9.482 cubic m

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C3,F3 -

2.1x2.1x1.98m ht 1.000 EA 2.100 m 2.100 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 9.482 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F4

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F4 C3,F4 - 2.4x2.4x2.43m ht 1.000 EA 15.840 cubic m

2.43m = 2179.275 -

(2176.6+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C3,F4 -

2.4x2.4x2.43m ht 1.000 EA 2.400 m 2.400 m 2176.600 m 2182.000 m 2179.350 m 2.750 m 15.840 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F4 C3,F4 - 2.4x2.4x1.72m ht 1.000 EA 11.808 cubic m

1.72m = 2179.275 -

(2177.3+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C3,F4 -

2.4x2.4x1.72m ht 1.000 EA 2.400 m 2.400 m 2177.300 m 2182.000 m 2179.350 m 2.050 m 11.808 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F4 C3,F4 - 2.4x2.4x3.53m ht 1.000 EA 22.176 cubic m

3.53m = 2179.275 -

(2175.5+0.1+0.15) where:

2179.275m - Elev. of SOG 2175.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C3,F4 -

2.4x2.4x3.53m ht 1.000 EA 2.400 m 2.400 m 2175.500 m 2182.000 m 2179.350 m 3.850 m 22.176 cubic m

Page 69: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F4 C3,F4 - 2.4x2.4x1.83m ht 2.000 EA 24.768 cubic m

1.83m = 2179.275 -

(2177.2+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C3,F4 -

2.4x2.4x1.83m ht 1.000 EA 2.400 m 2.400 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 12.384 cubic m

C3,F4 -

2.4x2.4x1.83m ht_2 1.000 EA 2.400 m 2.400 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 12.384 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C3,F4 C3,F4 - 2.4x2.4x1.98m ht 1.000 EA 12.384 cubic m

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C3,F4 -

2.4x2.4x1.98m ht 1.000 EA 2.400 m 2.400 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 12.384 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C7,C7A,F4

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C7,C7A,F4

C7,C7A,F4 -

2.4x2.4x2.33m ht 1.000 EA 15.264 cubic m

2.33m = 2179.275 -

(2176.7+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C7,F4 -

2.4x2.4x2.33m ht 1.000 EA 2.400 m 2.400 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 15.264 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C7,C7A,F4

C7,C7A,F4 -

2.4x2.4x2.43m ht 1.000 EA 15.840 cubic m

2.43m = 2179.275 -

(2176.6+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C7,C7A,F4 -

2.4x2.4x2.43m ht 1.000 EA 2.400 m 2.400 m 2176.600 m 2182.000 m 2179.350 m 2.750 m 15.840 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C7,C7A,F4

C7,C7A,F4 -

2.4x2.4x2.63m ht 2.000 EA 33.984 cubic m

2.63m = 2179.275 -

(2176.4+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C7,C7A,F4 -

2.4x2.4x2.63m ht 1.000 EA 2.400 m 2.400 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 16.992 cubic m

C7,C7A,F4 -

2.4x2.4x2.63m ht_2 1.000 EA 2.400 m 2.400 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 16.992 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C9,F8

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C9,F8 C9,F8 - 3.1x3.1x3.18m ht 1.000 EA 32.193 cubic m

3.18m = 2179.425 -

(2176+0.1+0.15) where: 2179.425m

- Elev. of SOG 2176m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C9,F8 -

3.1x3.1x3.18m ht 1.000 EA 3.100 m 3.100 m 2176.000 m 2182.000 m 2179.350 m 3.350 m 32.193 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C9,F8 C9,F8 - 3.1x3.1x2.58m ht 1.000 EA 26.428 cubic m

2.58m = 2179.425 -

(2176.6+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C9,F8 -

3.1x3.1x2.58m ht 1.000 EA 3.100 m 3.100 m 2176.600 m 2182.000 m 2179.350 m 2.750 m 26.428 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C10,F5

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C10,F5

C10,F5 - 2.6x2.6x3.58m

ht 1.000 EA 25.350 cubic m

3.58m = 2179.425 -

(2175.6+0.1+0.15) where:

2179.425m - Elev. of SOG 2175.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C10,F5 -

2.6x2.6x3.58m ht 1.000 EA 2.600 m 2.600 m 2175.600 m 2182.000 m 2179.350 m 3.750 m 25.350 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\C10,F5

C10,F5 - 2.6x2.6x2.58m

ht 1.000 EA 18.590 cubic m

2.58m = 2179.425 -

(2176.6+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C10,F5 -

2.6x2.6x2.58m ht 1.000 EA 2.600 m 2.600 m 2176.600 m 2182.000 m 2179.350 m 2.750 m 18.590 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\P,F

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\P,F P,F - 1x1x1.93m ht 1.000 EA 2.250 cubic m

1.93m = 2179.275 -

(2177.1+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.1m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x1.93m ht 1.000 EA 1.000 m 1.000 m 2177.100 m 2182.000 m 2179.350 m 2.250 m 2.250 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\P,F P,F - 1x1x2.43m ht 1.000 EA 2.750 cubic m

2.43m = 2179.275 -

(2176.6+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.43m ht 1.000 EA 1.000 m 1.000 m 2176.600 m 2182.000 m 2179.350 m 2.750 m 2.750 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\P,F P,F - 1x1x1.83m ht 1.000 EA 2.150 cubic m

1.83m = 2179.275 -

(2177.2+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x1.83m ht 1.000 EA 1.000 m 1.000 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 2.150 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\W4,F20

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\W4,F20

W4,F20 - 2.5x6.7x3.03m

ht 1.000 EA 56.112 cubic m

3.03m = 2179.275 -

(2176+0.1+0.15) where: 2179.275m

- Elev. of SOG 2176m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

W4,F20 -

2.5x6.7x3.03m ht 1.000 EA 2.500 m 6.700 m 2176.000 m 2182.000 m 2179.350 m 3.350 m 56.112 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet B5 - K1\W4,F20

W4,F20 - 2.5x6.7x2.63m

ht 1.000 EA 49.412 cubic m

2.63m = 2179.275 -

(2176.4+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

W4,F20 -

2.5x6.7x2.63m ht 1.000 EA 2.500 m 6.700 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 49.412 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K1

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K1

C18,C25,F4 -

2.4x2.4x1.72m ht 1.000 EA 11.808 cubic m

1.72m = 2179.275 -

(2177.3+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C18,C25,F4 -

2.4x2.4x1.72m ht 1.000 EA 2.400 m 2.400 m 2177.300 m 2182.000 m 2179.350 m 2.050 m 11.808 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K1

C22,C25,F4 -

2.4x2.4x2.48m ht 1.000 EA 15.264 cubic m

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C22,C25,F4 -

2.4x2.4x2.48m ht 1.000 EA 2.400 m 2.400 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 15.264 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K1 C1,F6 - 2.7x2.7x2.03m ht 1.000 EA 17.131 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C1,F6 -

2.7x2.7x2.03m ht 1.000 EA 2.700 m 2.700 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 17.131 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K1 C1,F5 - 2.6x2.6x2.08m ht 1.000 EA 15.210 cubic m

Page 70: Excavation computation.xlsx

C1,F5 -

2.6x2.6x2.08m ht 1.000 EA 2.600 m 2.600 m 2177.100 m 2182.000 m 2179.350 m 2.250 m 15.210 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K2

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K2

C8,C29,F5 -

2.6x2.6x2.43m ht 1.000 EA 18.590 cubic m

2.43m = 2179.275 -

(2176.6+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.6m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C8,C29,F5 -

2.6x2.6x2.43m ht 1.000 EA 2.600 m 2.600 m 2176.600 m 2182.000 m 2179.350 m 2.750 m 18.590 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K2

C19,C7A,F7 -

2.9x2.9x2.48m ht 1.000 EA 22.287 cubic m

2.48m = 2179.425 -

(2176.7+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C19,C7A,F7 -

2.9x2.9x2.48m ht 1.000 EA 2.900 m 2.900 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 22.287 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K2 P,F - 1x1x2.03m ht 1.000 EA 2.350 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

P,F - 1x1x2.03m ht 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K2 C1,F6 - 2.7x2.7x2.18m ht 1.000 EA 17.131 cubic m

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 21777m - BOF

0.1m - Thickness of blinding

0.15m - Thickness of foot slab

C1,F6 -

2.7x2.7x2.18m ht 1.000 EA 2.700 m 2.700 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 17.131 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2 P,F - 1x1x2.03m ht 1.000 EA 2.350 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

P,F - 1x1x2.03m ht 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2 C3,F5 - 2.6x2.6x2.03m ht 1.000 EA 15.886 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C3,F5 -

2.6x2.6x2.03m ht 1.000 EA 2.600 m 2.600 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 15.886 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2 P,F - 1x1x2.33m ht 2.000 EA 5.300 cubic m

2.03m = 2179.275 -

(2176.7+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.33m ht 1.000 EA 1.000 m 1.000 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 2.650 cubic m

P,F - 1x1x2.33m ht_2 1.000 EA 1.000 m 1.000 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 2.650 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2 C3,F4 - 2.4x2.4x2.33m ht 1.000 EA 15.264 cubic m

2.33m = 2179.275 -

(2176.7+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C3,F4 -

2.4x2.4x2.33m ht 1.000 EA 2.400 m 2.400 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 15.264 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2 C3,F4 - 2.4x2.4x2.03m ht 1.000 EA 13.536 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C3,F4 -

2.4x2.4x2.03m ht 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2 C3,F5 - 2.6x2.6x1.83m ht 1.000 EA 14.534 cubic m

1.83m = 2179.275 -

(2177.2+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C3,F5 -

2.6x2.6x1.83m ht 1.000 EA 2.600 m 2.600 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 14.534 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2

C1B,F4 - 2.4x2.4x1.83m

ht 1.000 EA 12.384 cubic m

1.83m = 2179.275 -

(2177.2+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1B,F4 -

2.4x2.4x1.83m ht 1.000 EA 2.400 m 2.400 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 12.384 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2

C1B,F3 - 2.1x2.1x1.98m

ht 1.000 EA 9.482 cubic m

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1B,F3 -

2.1x2.1x1.98m ht 1.000 EA 2.100 m 2.100 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 9.482 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2

C1B,F4 - 2.4x2.4x1.98m

ht 1.000 EA 12.384 cubic m

1.98m = 2179.425 -

(2177.2+0.1+0.15) where:

2179.425m - Elev. of SOG 2177.2m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1B,F4 -

2.4x2.4x1.98m ht 1.000 EA 2.400 m 2.400 m 2177.200 m 2182.000 m 2179.350 m 2.150 m 12.384 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K1 - K2

C1B,F4 - 2.4x2.4x2.78m

ht 1.000 EA 16.992 cubic m

2.78m = 2179.425 -

(2176.4+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1B,F4 -

2.4x2.4x2.78m ht 1.000 EA 2.400 m 2.400 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 16.992 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K2 - K2

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K2 - K3 P,F - 1x1x2.03m ht 1.000 EA 2.350 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

P,F - 1x1x2.03m ht 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K2 - K3 P,F - 1x1x2.53m ht 1.000 EA 2.850 cubic m

2.53m = 2179.275 -

(2176.5+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.53m ht 1.000 EA 1.000 m 1.000 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 2.850 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K2 - K2 P,F - 1x1x2.63m ht 2.000 EA 5.900 cubic m

2.63m = 2179.275 -

(2176.4+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.63m ht 1.000 EA 1.000 m 1.000 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 2.950 cubic m

P,F - 1x1x2.63m ht_2 1.000 EA 1.000 m 1.000 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 2.950 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K2 - K2 P,F - 1x1x2.18m ht 1.000 EA 2.350 cubic m

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

P,F - 1x1x2.18m ht 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K2 - K2 P,F - 1x1x2.78m ht 1.000 EA 2.950 cubic m

2.78m = 2179.425 -

(2176.4+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.78m ht 1.000 EA 1.000 m 1.000 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 2.950 cubic m

Page 71: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4

C1,C11,F4 -

2.4x2.4x2.03m ht 1.000 EA 13.536 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C1,C11,F4 -

2.4x2.4x2.03m ht 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4

C2,C2,C29,F6 -

2.7x2.7x2.03m ht 1.000 EA 17.131 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C2,C2,C29,F6 -

2.7x2.7x2.03m ht 1.000 EA 2.700 m 2.700 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 17.131 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4 P,F - 1x1x2.63m ht 2.000 EA 5.900 cubic m

2.63m = 2179.275 -

(2176.4+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.63m ht 1.000 EA 1.000 m 1.000 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 2.950 cubic m

P,F - 1x1x2.63m ht_2 1.000 EA 1.000 m 1.000 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 2.950 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4 C3,F5 - 2.6x2.6x2.03m ht 3.000 EA 47.658 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C3,F5 -

2.6x2.6x2.03m ht 1.000 EA 2.600 m 2.600 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 15.886 cubic m

C3,F5 -

2.6x2.6x2.03m ht_2 1.000 EA 2.600 m 2.600 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 15.886 cubic m

C3,F5 -

2.6x2.6x2.03m ht_3 1.000 EA 2.600 m 2.600 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 15.886 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4 P,F - 1x1x2.53m ht 1.000 EA 2.850 cubic m

2.53m = 2179.275 -

(2176.5+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.53m ht 1.000 EA 1.000 m 1.000 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 2.850 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4 P,F - 1x1x2.03m ht 1.000 EA 2.350 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

P,F - 1x1x2.03m ht 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4 C3,F5 - 2.6x2.6x1.63m ht 1.000 EA 13.182 cubic m

1.63m = 2179.275 -

(2177.4+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C3,F5 -

2.6x2.6x1.63m ht 1.000 EA 2.600 m 2.600 m 2177.400 m 2182.000 m 2179.350 m 1.950 m 13.182 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4 P,F - 1x1x2.22m ht 1.000 EA 2.550 cubic m

2.22m = 2179.275 -

(2176.8+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.8m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.22m ht 1.000 EA 1.000 m 1.000 m 2176.800 m 2182.000 m 2179.350 m 2.550 m 2.550 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4 C3,F4 - 2.4x2.4x2.03m ht 1.000 EA 13.536 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C3,F4 -

2.4x2.4x2.03m ht 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4

C1B,F4 - 2.4x2.4x2.18m

ht 1.000 EA 13.536 cubic m

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C1B,F4 -

2.4x2.4x2.18m ht 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4

C1B,F4 - 2.4x2.4x2.78m

ht 1.000 EA 16.992 cubic m

2.78m = 2179.425 -

(2176.4+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1B,F4 -

2.4x2.4x2.78m ht 1.000 EA 2.400 m 2.400 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 16.992 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K4

C1B,F5 - 2.6x2.6x2.63m

ht 1.000 EA 19.942 cubic m

2.63m = 2179.275 -

(2176.4+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.4m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1B,F5 -

2.6x2.6x2.63m ht 1.000 EA 2.600 m 2.600 m 2176.400 m 2182.000 m 2179.350 m 2.950 m 19.942 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K5

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K5 P,F - 1x1x1.72m ht 1.000 EA 2.050 cubic m

1.72m = 2179.275 -

(2177.3+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x1.72m ht 1.000 EA 1.000 m 1.000 m 2177.300 m 2182.000 m 2179.350 m 2.050 m 2.050 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K5

C19,F3 - 2.1x2.1x1.72m

ht 1.000 EA 9.040 cubic m

1.72m = 2179.275 -

(2177.3+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.3m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C19,F3 -

2.1x2.1x1.72m ht 1.000 EA 2.100 m 2.100 m 2177.300 m 2182.000 m 2179.350 m 2.050 m 9.040 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K6 - K7

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K6 - K7

C1B,F3 - 2.1x2.1x2.68m

ht 1.000 EA 12.568 cubic m

2.68m = 2179.425 -

(2176.5+0.1+0.15) where:

2179.425m - Elev. of SOG 2177m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1B,F3 -

2.1x2.1x2.68m ht 1.000 EA 2.100 m 2.100 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 12.568 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K6 - K7

C1B,F2 - 1.7x1.7x2.68m

ht 1.000 EA 8.236 cubic m

2.68m = 2179.425 -

(2176.5+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C1B,F2 -

1.7x1.7x2.68m ht 1.000 EA 1.700 m 1.700 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 8.236 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K6 - K7

C20,F3 - 2.1x2.1x2.68m

ht 1.000 EA 12.568 cubic m

2.68m = 2179.425 -

(2176.5+0.1+0.15) where:

2179.425m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C20,F3 -

2.1x2.1x2.68m ht 1.000 EA 2.100 m 2.100 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 12.568 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K7

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K7

C1A,F10 - 3.4x3.4x2.18m

ht 1.000 EA 27.166 cubic m

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C1A,F10 -

3.4x3.4x2.18m ht 1.000 EA 3.400 m 3.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 27.166 cubic m

Page 72: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K7

C1A,F10 - 3.4x3.4x2.03m

ht 1.000 EA 27.166 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C1A,F10 -

3.4x3.4x2.03m ht 1.000 EA 3.400 m 3.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 27.166 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K7

C8,C29,F5 -

2.6x2.6x2.03m ht 1.000 EA 15.886 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C8,C29,F5 -

2.6x2.6x2.03m ht 1.000 EA 2.600 m 2.600 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 15.886 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K7 C3,F4 - 2.4x2.4x2.03m ht 3.000 EA 40.608 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C3,F4 -

2.4x2.4x2.03m ht 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

C3,F4 -

2.4x2.4x2.03m ht_2 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

C3,F4 -

2.4x2.4x2.03m ht_3 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K7 P,F - 1x1x2.03m ht 2.000 EA 4.700 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

P,F - 1x1x2.03m ht 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

P,F - 1x1x2.03m ht_2 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K7 C3,F4 - 2.4x2.4x2.53m ht 1.000 EA 16.416 cubic m

2.53m = 2179.275 -

(2176.5+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C3,F4 -

2.4x2.4x2.53m ht 1.000 EA 2.400 m 2.400 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 16.416 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K7 C3,F3 - 2.1x2.1x2.53m ht 1.000 EA 12.568 cubic m

2.53m = 2179.275 -

(2176.5+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

C3,F3 -

2.1x2.1x2.53m ht 1.000 EA 2.100 m 2.100 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 12.568 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K8

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K8

C20,F3 - 2.1x2.1x2.03m

ht 1.000 EA 10.363 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C20,F3 -

2.1x2.1x2.03m ht 1.000 EA 2.100 m 2.100 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 10.363 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet, K8 - K9

Div.02 - Site

work\Excavation\Subterrain

level\Bet, K8 - K9 P,F - 1x1x2.03m ht 1.000 EA 2.350 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

P,F - 1x1x2.03m ht 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K9

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K9

C1A,F10 - 3.4x3.4x2.18m

ht 1.000 EA 27.166 cubic m

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C1A,F10 -

3.4x3.4x2.18m ht 1.000 EA 3.400 m 3.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 27.166 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K9

C1A,F7 - 2.9x2.9x2.18m

ht 1.000 EA 19.763 cubic m

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C1A,F7 -

2.9x2.9x2.18m ht 1.000 EA 2.900 m 2.900 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 19.763 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K9

C8,C29,F5 -

2.6x2.6x2.03m ht 1.000 EA 15.886 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C8,C29,F5 -

2.6x2.6x2.03m ht 1.000 EA 2.600 m 2.600 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 15.886 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K9 C3,F4 - 2.4x2.4x2.03m ht 5.000 EA 67.680 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C3,F4 -

2.4x2.4x2.03m ht 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

C3,F4 -

2.4x2.4x2.03m ht_2 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

C3,F4 -

2.4x2.4x2.03m ht_3 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

C3,F4 -

2.4x2.4x2.03m ht_4 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

C3,F4 -

2.4x2.4x2.03m ht_5 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K9 P,F - 1x1x2.53m ht 1.000 EA 2.850 cubic m

2.53m = 2179.275 -

(2176.5+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.53m ht 1.000 EA 1.000 m 1.000 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 2.850 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K9 P,F - 1x1x2.03m ht 1.000 EA 2.350 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

P,F - 1x1x2.03m ht 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K9 C3,F3 - 2.1x2.1x2.03m ht 1.000 EA 10.363 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C3,F3 -

2.1x2.1x2.03m ht 1.000 EA 2.100 m 2.100 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 10.363 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K10

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K10 C5,F5 - 2.6x2.6x2.18m ht 1.000 EA 15.886 cubic m

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C5,F5 -

2.6x2.6x2.18m ht 1.000 EA 2.600 m 2.600 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 15.886 cubic m

Page 73: Excavation computation.xlsx

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K10

W4,F17 - 1.7x6.2x2.18m

ht 1.000 EA 24.769 cubic m

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

W4,F17 -

1.7x6.2x2.18m ht 1.000 EA 1.700 m 6.200 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 24.769 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K11

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K11 C9,F9 - 3.2x3.2x2.18m ht 1.000 EA 24.064 cubic m

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C9,F9 -

3.2x3.2x2.18m ht 1.000 EA 3.200 m 3.200 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 24.064 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K11 C8,F5 - 2.6x2.6x2.03m ht 1.000 EA 15.886 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C8,C29 -

2.6x2.6x2.03m ht 1.000 EA 2.600 m 2.600 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 15.886 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K11 P,F - 1x1x2.03m ht 2.000 EA 4.700 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

P,F - 1x1x2.03m ht 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

P,F - 1x1x2.03m ht_2 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K11 C3,F5 - 2.6x2.6x2.03m ht 1.000 EA 15.886 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C3,F5 -

2.6x2.6x2.03m ht 1.000 EA 2.600 m 2.600 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 15.886 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K11 C3,F4 - 2.4x2.4x2.03m ht 4.000 EA 54.144 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C3,F4 -

2.4x2.4x2.03m ht 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

C3,F4 -

2.4x2.4x2.03m ht_2 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

C3,F4 -

2.4x2.4x2.03m ht_3 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

C3,F4 -

2.4x2.4x2.03m ht_4 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K11 P,F - 1x1x2.33m ht 2.000 EA 5.300 cubic m

2.33m = 2179.275 -

(2176.7+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.7m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.33m ht 1.000 EA 1.000 m 1.000 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 2.650 cubic m

P,F - 1x1x2.33m ht_2 1.000 EA 1.000 m 1.000 m 2176.700 m 2182.000 m 2179.350 m 2.650 m 2.650 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K11 P,F - 1x1x2.53m ht 1.000 EA 2.850 cubic m

2.53m = 2179.275 -

(2176.5+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.53m ht 1.000 EA 1.000 m 1.000 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 2.850 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K P,P,F - 1x1x2.18m ht 1.000 EA 2.350 cubic m

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

P,P,F - 1x1x2.18m ht 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K P,F - 1x1x2.53m ht 4.000 EA 11.400 cubic m

2.53m = 2179.275 -

(2176.5+0.1+0.15) where:

2179.275m - Elev. of SOG 2176.5m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x2.53m ht 1.000 EA 1.000 m 1.000 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 2.850 cubic m

P,F - 1x1x2.53m ht_2 1.000 EA 1.000 m 1.000 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 2.850 cubic m

P,F - 1x1x2.53m ht_3 1.000 EA 1.000 m 1.000 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 2.850 cubic m

P,F - 1x1x2.53m ht_4 1.000 EA 1.000 m 1.000 m 2176.500 m 2182.000 m 2179.350 m 2.850 m 2.850 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K12

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K12 C9,F8 - 3.1x3.1x2.18m ht 1.000 EA 22.583 cubic m

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C9,F8 -

3.1x3.1x2.18m ht 1.000 EA 3.100 m 3.100 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 22.583 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K12

W4,F17 - 1.7x6.2x2.18m

ht 1.000 EA 24.769 cubic m

2.18m = 2179.425 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

W4,F17 -

1.7x6.2x2.18m ht 1.000 EA 1.700 m 6.200 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 24.769 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K12

C16,C29,F6 -

2.7x2.7x2.03m ht 1.000 EA 17.131 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C16,C29,F6 -

2.7x2.7x2.03m ht 1.000 EA 2.700 m 2.700 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 17.131 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K12 P,F - 1x1x2.03m ht 5.000 EA 11.750 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

P,F - 1x1x2.03m ht 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

P,F - 1x1x2.03m ht_2 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

P,F - 1x1x2.03m ht_3 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

P,F - 1x1x2.03m ht_4 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

P,F - 1x1x2.03m ht_5 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K12 C3,F8 - 3.1x3.1x2.03m ht 1.000 EA 22.583 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C3,F8 -

3.1x3.1x2.03m ht 1.000 EA 3.100 m 3.100 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 22.583 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K12 C3,F7 - 2.9x2.9x2.03m ht 3.000 EA 59.290 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.425m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C3,F7 -

2.9x2.9x2.03m ht 1.000 EA 2.900 m 2.900 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 19.763 cubic m

Page 74: Excavation computation.xlsx

C3,F7 -

2.9x2.9x2.03m ht_2 1.000 EA 2.900 m 2.900 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 19.763 cubic m

C3,F7 -

2.9x2.9x2.03m ht_3 1.000 EA 2.900 m 2.900 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 19.763 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K13 - K14

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K13 - K14 P,F - 1x1x1.22m ht 1.000 EA 1.550 cubic m

1.22m = 2179.275 -

(2177.8+0.1+0.15) where:

2179.275m - Elev. of SOG 2177.8m

- BOF 0.1m - Thickness of

blinding 0.15m - Thickness of

foot slab

P,F - 1x1x1.22m ht 1.000 EA 1.000 m 1.000 m 2177.800 m 2182.000 m 2179.350 m 1.550 m 1.550 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\Bet. K13 - K14 P,F - 1x1x2.03m ht 1.000 EA 2.350 cubic m

2.03m = 2179.275 -

(2177+0.1+0.15) where: 2179.275m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

P,F - 1x1x2.03m ht 1.000 EA 1.000 m 1.000 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 2.350 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K14

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K14

C1A,F7 - 2.9x2.9x6.68m

ht 2.000 EA 39.527 cubic m

6.68m = 2183.925 -

(2177+0.1+0.15) where: 2183.925m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C1A,F7 -

2.9x2.9x6.68m ht 1.000 EA 2.900 m 2.900 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 19.763 cubic m

C1A,F7 -

2.9x2.9x6.68m ht_2 1.000 EA 2.900 m 2.900 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 19.763 cubic m

Div.02 - Site

work\Excavation\Subterrain

level\@ Grid K14

C1A,F4 - 2.4x2.4x6.68m

ht 1.000 EA 13.536 cubic m

6.68m = 2183.925 -

(2177+0.1+0.15) where: 2183.925m

- Elev. of SOG 2177m - BOF 0.1m

- Thickness of blinding 0.15m -

Thickness of foot slab

C1A,F4 -

2.4x2.4x6.68m ht 1.000 EA 2.400 m 2.400 m 2177.000 m 2182.000 m 2179.350 m 2.350 m 13.536 cubic m

Div.02 - Site

work\Excavation\Ground level

The slab elevation is based on tender

drawing due to unavailable approved

shop drawing of MD01 ground flr

framing plan.

Div.02 - Site

work\Excavation\Ground level\@

Grid K5

Div.02 - Site

work\Excavation\Ground level\@

Grid K5 C1,F3 - 2.1x2.1x2.88m ht 1.000 EA 5.292 cubic m

C1,F3 -

2.1x2.1x2.88m ht 1.000 EA 2.100 m 2.100 m 2180.800 m 2182.000 m 2183.925 m 1.200 m 5.292 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K5 C1,F4 - 2.4x2.4x2.88m ht 1.000 EA 6.912 cubic m

C1,F4 -

2.4x2.4x2.88m ht 1.000 EA 2.400 m 2.400 m 2180.800 m 2182.000 m 2183.925 m 1.200 m 6.912 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K7

Div.02 - Site

work\Excavation\Ground level\@

Grid K7 W2,F15 - 2.1x7x2.88m ht 1.000 EA 17.640 cubic m

W2,F15 -

2.1x7x2.88m ht 1.000 EA 2.100 m 7.000 m 2180.800 m 2182.000 m 2183.925 m 1.200 m 17.640 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K7 C1,F6 - 2.7x2.7x2.88m ht 1.000 EA 8.748 cubic m

C1,F6 -

2.7x2.7x2.88m ht 1.000 EA 2.700 m 2.700 m 2180.800 m 2182.000 m 2183.925 m 1.200 m 8.748 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K9

Div.02 - Site

work\Excavation\Ground level\@

Grid K9 W1,F15 - 2.1x7x2.88m ht 1.000 EA 19.110 cubic m

W1,F15 -

2.1x7x2.88m ht 1.000 EA 2.100 m 7.000 m 2180.700 m 2182.000 m 2183.925 m 1.300 m 19.110 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K9

C24,F3 - 2.1x2.1x2.98m

ht 1.000 EA 5.733 cubic m

C24,F3 -

2.1x2.1x2.98m ht 1.000 EA 2.100 m 2.100 m 2180.700 m 2182.000 m 2183.925 m 1.300 m 5.733 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K9 C1,F4 - 2.4x2.4x2.98m ht 1.000 EA 7.488 cubic m

C1,F4 -

2.4x2.4x2.98m ht 1.000 EA 2.400 m 2.400 m 2180.700 m 2182.000 m 2183.925 m 1.300 m 7.488 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K10

Div.02 - Site

work\Excavation\Ground level\@

Grid K10 P,F - 1x1x2.88m ht 1.000 EA 1.200 cubic m

F - 1x1x2.88m ht 1.000 EA 1.000 m 1.000 m 2180.800 m 2182.000 m 2183.925 m 1.200 m 1.200 cubic m

Div.02 - Site

work\Excavation\Ground level\Bet

K - K11

Div.02 - Site

work\Excavation\Ground level\Bet

K - K11

C12,F14 - 1.4x2.6x2.88m

ht 1.000 EA 4.368 cubic m

C12,F14 -

1.4x2.6x2.88m ht 1.000 EA 1.400 m 2.600 m 2180.800 m 2182.000 m 2183.925 m 1.200 m 4.368 cubic m

Div.02 - Site

work\Excavation\Ground level\Bet

K - K11 P,F - 1x1x2.88m ht 1.000 EA 1.200 cubic m

P,F - 1x1x2.88m ht 1.000 EA 1.000 m 1.000 m 2180.800 m 2182.000 m 2183.925 m 1.200 m 1.200 cubic m

Div.02 - Site

work\Excavation\Ground level\Bet

K - K12

Div.02 - Site

work\Excavation\Ground level\Bet

K - K12

C12,F14 - 1.4x2.6x3.08m

ht 1.000 EA 5.096 cubic m

C12,F14 -

1.4x2.6x3.08m ht 1.000 EA 1.400 m 2.600 m 2180.600 m 2182.000 m 2183.925 m 1.400 m 5.096 cubic m

Div.02 - Site

work\Excavation\Ground level\Bet

K - K12 P,F - 1x1x3.08m ht 1.000 EA 1.400 cubic m

P,F - 1x1x3.08m ht 1.000 EA 1.000 m 1.000 m 2180.600 m 2182.000 m 2183.925 m 1.400 m 1.400 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K13

Div.02 - Site

work\Excavation\Ground level\@

Grid K13 P,F - 1x1x3.08m ht 1.000 EA 1.400 cubic m

P,F - 1x1x3.08m ht 1.000 EA 1.000 m 1.000 m 2180.600 m 2182.000 m 2183.925 m 1.400 m 1.400 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K14

Div.02 - Site

work\Excavation\Ground level\@

Grid K14

W1,F16 - 2.1x6.2x2.98m

ht 1.000 EA 16.926 cubic m

W1,F16 -

2.1x6.2x2.98m ht 1.000 EA 2.100 m 6.200 m 2180.700 m 2182.000 m 2183.925 m 1.300 m 16.926 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K14 C1,F4 - 2.4x2.4x2.88 2.000 EA 13.824 cubic m

C1,F4 - 2.4x2.4x2.88 1.000 EA 2.400 m 2.400 m 2180.800 m 2182.000 m 2183.925 m 1.200 m 6.912 cubic m

C1,F4 -

2.4x2.4x2.88_2 1.000 EA 2.400 m 2.400 m 2180.800 m 2182.000 m 2183.925 m 1.200 m 6.912 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K14

C24,F3 - 2.1x2.1x2.88m

ht 1.000 EA 5.292 cubic m

C24,F3 -

2.1x2.1x2.88m ht 1.000 EA 2.100 m 2.100 m 2180.800 m 2182.000 m 2183.925 m 1.200 m 5.292 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K16

Div.02 - Site

work\Excavation\Ground level\@

Grid K16

W2,F16 - 2.1x6.2x3.08m

ht 1.000 EA 18.228 cubic m

Page 75: Excavation computation.xlsx

W2,F16 -

2.1x6.2x3.08m ht 1.000 EA 2.100 m 6.200 m 2180.600 m 2182.000 m 2183.925 m 1.400 m 18.228 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K16 C1,F6 - 2.7x2.7x3.58m ht 2.000 EA 27.702 cubic m

C1,F6 -

2.7x2.7x3.58m ht 1.000 EA 2.700 m 2.700 m 2180.100 m 2182.000 m 2183.925 m 1.900 m 13.851 cubic m

C1,F6 -

2.7x2.7x3.58m ht_2 1.000 EA 2.700 m 2.700 m 2180.100 m 2182.000 m 2183.925 m 1.900 m 13.851 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K16

C1A,F7 - 2.9x2.9x3.88m

ht 2.000 EA 37.004 cubic m

C1A,F7 -

2.9x2.9x3.88m ht 1.000 EA 2.900 m 2.900 m 2179.800 m 2182.000 m 2183.925 m 2.200 m 18.502 cubic m

C1A,F7 -

2.9x2.9x3.88m ht_2 1.000 EA 2.900 m 2.900 m 2179.800 m 2182.000 m 2183.925 m 2.200 m 18.502 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K16

C1A,F5 - 2.6x2.6x4.38m

ht 1.000 EA 18.252 cubic m

C1A,F5 -

2.6x2.6x4.38m ht 1.000 EA 2.600 m 2.600 m 2179.300 m 2182.000 m 2183.925 m 2.700 m 18.252 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K16 C7,F2 - 1.7x1.7x5.18m ht 1.000 EA 10.115 cubic m

C7,F2 -

1.7x1.7x5.18m ht 1.000 EA 1.700 m 1.700 m 2178.500 m 2182.000 m 2183.925 m 3.500 m 10.115 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K17

Div.02 - Site

work\Excavation\Ground level\@

Grid K17 C6,F2 - 1.7x1.7x4.68m ht 1.000 EA 8.670 cubic m

C6,F2 -

1.7x1.7x4.68m ht 1.000 EA 1.700 m 1.700 m 2179.000 m 2182.000 m 2183.925 m 3.000 m 8.670 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K18

Div.02 - Site

work\Excavation\Ground level\@

Grid K18 C1,F3 - 2.1x2.1x3.08m ht 1.000 EA 6.174 cubic m

C1,F3 -

2.1x2.1x3.08m ht 1.000 EA 2.100 m 2.100 m 2180.600 m 2182.000 m 2183.925 m 1.400 m 6.174 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K18 C1,F4 - 2.4x2.4x3.58m ht 3.000 EA 32.832 cubic m

C1,F4 -

2.4x2.4x3.58m ht 1.000 EA 2.400 m 2.400 m 2180.100 m 2182.000 m 2183.925 m 1.900 m 10.944 cubic m

C1,F4 -

2.4x2.4x3.58m ht_2 1.000 EA 2.400 m 2.400 m 2180.100 m 2182.000 m 2183.925 m 1.900 m 10.944 cubic m

C1,F4 -

2.4x2.4x3.58m ht_3 1.000 EA 2.400 m 2.400 m 2180.100 m 2182.000 m 2183.925 m 1.900 m 10.944 cubic m

Div.02 - Site

work\Excavation\Ground level\@

Grid K19

Div.02 - Site

work\Excavation\Ground level\@

Grid K19 C1,F3 - 2.1x2.1x4.18m ht 2.000 EA 22.050 cubic m

C1,F3 -

2.1x2.1x4.18m ht 1.000 EA 2.100 m 2.100 m 2179.500 m 2182.000 m 2183.925 m 2.500 m 11.025 cubic m

C1,F3 -

2.1x2.1x4.18m ht_2 1.000 EA 2.100 m 2.100 m 2179.500 m 2182.000 m 2183.925 m 2.500 m 11.025 cubic m

Div.02 - Site

work\Excavation\Ground

level\Beyond grid K19

Div.02 - Site

work\Excavation\Ground

level\Beyond grid K19 C5,F2 - 1.7x1.7x4.68m ht 3.000 EA 26.010 cubic m

C5,F2 -

1.7x1.7x4.68m ht 1.000 EA 1.700 m 1.700 m 2179.000 m 2182.000 m 2183.925 m 3.000 m 8.670 cubic m

C5,F2 -

1.7x1.7x4.68m ht_2 1.000 EA 1.700 m 1.700 m 2179.000 m 2182.000 m 2183.925 m 3.000 m 8.670 cubic m

C5,F2 -

1.7x1.7x4.68m ht_3 1.000 EA 1.700 m 1.700 m 2179.000 m 2182.000 m 2183.925 m 3.000 m 8.670 cubic m

Page 76: Excavation computation.xlsx

KING KHALID UNIVERSITY - ABHA Zuhair Fayez Partnership AL Rashid Trading & Contracting Co. ( RTCC )

BUILDING # : MC 11

SUBJECT : QUANTITY OF EXCAVATION and BACKFILLING

Date: 5/5/2014

Length Width Vol. of footing

Vol. of

Pedestal

and Bliding

Vol. of

Blinding

MECHANICAL

To footings

PF blinding - 1000x1000x100

FP_1 1.00 1.00 2175.175 2168.12 7.01 7.01 0.26 0.59 0.10

F_2 1.00 1.00 2170.53 2168.66 1.82 1.82 0.26 0.12 0.10

F_3 1.00 1.00 2170.60 2168.66 1.89 1.89 0.26 0.13 0.10

F_4 1.00 1.00 2170.53 2167.84 2.63 2.63 0.26 0.19 0.10

F_5 1.00 1.00 2170.53 2167.84 2.63 2.63 0.26 0.19 0.10

F_6 1.00 1.00 2170.53 2167.59 2.88 2.88 0.26 0.21 0.10

F_7 1.00 1.00 2170.53 2167.59 2.88 2.88 0.26 0.21 0.10

F_8 1.00 1.00 2170.53 2167.41 3.07 3.07 0.26 0.23 0.10

F_9 1.00 1.00 2170.53 2167.41 3.07 3.07 0.26 0.23 0.10

F_10 1.00 1.00 2170.53 2167.57 2.90 2.90 0.26 0.22 0.10

F_11 1.00 1.00 2175.175 2167.26 7.86 7.86 0.26 0.66 0.10

F_12 1.00 1.00 2170.53 2167.80 2.67 2.67 0.26 0.20 0.10

F_13 1.00 1.00 2170.53 2167.95 2.52 2.52 0.26 0.18 0.10

F_14 1.00 1.00 2170.53 2168.27 2.21 2.21 0.26 0.15 0.10

F_15 1.00 1.00 2172.90 2167.73 5.12 5.12 0.26 0.42 0.10

F_16 1.00 1.00 2170.60 2167.64 2.91 2.91 0.26 0.22 0.10

F_17 1.00 1.00 2170.53 2168.09 2.38 2.38 0.26 0.17 0.10

F_18 1.00 1.00 2170.53 2167.13 3.34 3.34 0.26 0.26 0.10

F_19 1.00 1.00 2170.53 2167.38 3.10 3.10 0.26 0.23 0.10

F_20 1.00 1.00 2170.53 2168.13 2.35 2.35 0.26 0.17 0.10

F_21 1.00 1.00 2175.175 2167.72 7.41 7.41 0.26 0.62 0.10

F_22 1.00 1.00 2170.53 2167.96 2.52 2.52 0.26 0.18 0.10

F_23 1.00 1.00 2170.53 2167.94 2.54 2.54 0.26 0.18 0.10

F_24 1.00 1.00 2170.53 2167.56 2.91 2.91 0.26 0.22 0.10

F_25 1.00 1.00 2170.53 2167.64 2.84 2.84 0.26 0.21 0.10

F_26 1.00 1.00 2170.53 2167.75 2.73 2.73 0.26 0.20 0.10

F_27 1.00 1.00 2170.53 2167.41 3.07 3.07 0.26 0.23 0.10

F_28 1.00 1.00 2170.53 2167.82 2.65 2.65 0.26 0.19 0.10

F_29 1.00 1.00 2170.53 2167.47 3.01 3.01 0.26 0.23 0.10

F_30 1.00 1.00 2172.90 2167.64 5.21 5.21 0.26 0.42 0.10

F_31 1.00 1.00 2175.175 2168.02 7.11 7.11 0.26 0.59 0.10

F_32 1.00 1.00 2170.53 2167.76 2.72 2.72 0.26 0.20 0.10

F_33 1.00 1.00 2170.53 2167.69 2.78 2.78 0.26 0.21 0.10

F_34 1.00 1.00 2170.53 2167.39 3.08 3.08 0.26 0.23 0.10

F_35 1.00 1.00 2170.53 2167.16 3.31 3.31 0.26 0.25 0.10

F_36 1.00 1.00 2173.90 2167.92 5.93 5.93 0.26 0.49 0.10

F_37 1.00 1.00 2173.90 2168.00 5.85 5.85 0.26 0.48 0.10

F_38 1.00 1.00 2175.175 2168.57 6.56 6.56 0.26 0.55 0.10

F_39 1.00 1.00 2170.53 2168.27 2.21 2.21 0.26 0.15 0.10

F_40 1.00 1.00 2175.175 2168.16 6.97 6.97 0.26 0.58 0.10

F_41 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_42 1.00 1.00 2175.175 2168.00 7.13 7.13 0.26 0.60 0.10

F_43 1.00 1.00 2175.175 2168.00 7.13 7.13 0.26 0.60 0.10

F_44 1.00 1.00 2170.53 2168.14 2.34 2.34 0.26 0.17 0.10

F_45 1.00 1.00 2170.53 2168.04 2.44 2.44 0.26 0.17 0.10

F_46 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_47 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_48 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_49 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_50 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_51 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_52 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_53 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_54 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_55 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_56 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_57 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_58 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_59 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_60 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_61 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_62 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_63 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_64 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

Depth of

excavation

Quantity of

excavation

Quantity of back filling

Number of

FootingType of Footing

Dimension of blinding

T.O.G.S. Elev.Elevation of

BOF

Natural grade

elevation

Page 77: Excavation computation.xlsx

F_65 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_66 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_67 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_68 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_69 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_70 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_71 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_72 1.00 1.00 2170.53 2167.93 2.55 2.55 0.26 0.18 0.10

F_73 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_74 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_74 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_75 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_76 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_77 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_78 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_79 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_80 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_81 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_82 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_83 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_84 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_85 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_86 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_87 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_88 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_89 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_90 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_91 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_92 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_93 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F_94 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_95 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_96 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_97 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_98 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_99 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_100 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_101 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_102 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_103 1.00 1.00 2170.53 2168.00 2.47 2.47 0.26 0.18 0.10

F_104 1.00 1.00 2170.53 2167.50 2.97 2.97 0.26 0.22 0.10

F* blinding - 1400x1000

F*_1 1.40 1.00 2170.53 2167.50 2.97 4.16 0.38 0.45 0.14

F*_2 1.40 1.00 2170.53 2167.18 3.29 4.61 0.38 0.50 0.14

F*_3 1.40 1.00 2170.53 2167.18 3.29 4.61 0.38 0.50 0.14

F*_4 1.40 1.00 2170.53 2167.80 2.67 3.74 0.38 0.39 0.14

F*_5 1.40 1.00 2170.53 2167.80 2.67 3.74 0.38 0.39 0.14

F*_6 1.40 1.00 2170.53 2167.80 2.67 3.74 0.38 0.39 0.14

F*_7 1.40 1.00 2170.53 2167.74 2.73 3.82 0.38 0.40 0.14

F2 blinding - 2600x2600

F2_1 2.60 2.60 2170.53 2167.86 2.62 17.70 2.30 0.46 0.68

F2_2 2.60 2.60 2170.53 2167.73 2.75 18.56 2.30 0.49 0.68

F2_3 2.60 2.60 2170.53 2167.50 2.97 20.11 2.30 1.58 0.68

F2_4 2.60 2.60 2170.53 2168.00 2.47 16.73 2.30 1.26 0.68

F2_5 2.60 2.60 2170.53 2168.00 2.47 16.73 2.30 1.26 0.68

F2_6 2.60 2.60 2170.53 2168.00 2.47 16.73 2.30 0.43 0.68

F2_7 2.60 2.60 2170.53 2168.00 2.47 16.73 2.30 0.43 0.68

F2_8 2.60 2.60 2170.53 2168.00 2.47 16.73 2.30 1.26 0.68

F2_9 2.60 2.60 2170.53 2168.11 2.37 16.02 2.30 0.28 0.68

F3 blinding - 2600x2600

F3_1 2.60 2.60 2170.53 2168.00 2.47 16.73 2.30 1.26 0.68

F4 blinding - 2700x2700

F4_1 2.70 2.70 2170.53 2168.00 2.47 18.04 2.50 1.26 0.73

F5 blinding - 2700x2700

F5_1 2.70 2.70 2170.53 2167.76 2.71 19.79 3.75 1.77 0.73

F5_2 2.70 2.70 2170.53 2168.25 2.22 16.21 3.75 0.97 0.73

F5_3 2.70 2.70 2170.53 2168.00 2.47 18.04 3.75 1.14 0.73

F5_4 2.70 2.70 2170.53 2168.00 2.47 18.04 3.75 1.14 0.73

F5_5 2.70 2.70 2170.53 2168.00 2.47 18.04 3.75 1.14 0.73

F5_6 2.70 2.70 2170.53 2168.00 2.47 18.04 3.75 1.14 0.73

F5_7 2.70 2.70 2170.53 2168.00 2.47 18.04 3.75 1.56 0.73

F5_8 2.70 2.70 2170.53 2168.00 2.47 18.04 3.75 0.78 0.73

F5_9 2.70 2.70 2170.53 2168.00 2.47 18.04 3.75 1.14 0.73

F5_10 2.70 2.70 2170.53 2168.00 2.47 18.04 3.75 0.57 0.73

F6 blinding - 3100x3100

Page 78: Excavation computation.xlsx

F6_1 3.10 3.10 2170.53 2167.64 2.83 27.23 5.05 1.37 0.96

F7 blinding - 3200x3200

F7_1 3.20 3.20 2170.53 2167.50 2.97 30.46 5.40 1.46 1.02

F8 blinding - 3400x3400

F8_1 3.40 3.40 2170.53 2168.00 2.47 28.61 7.17 1.07 1.16

F8_2 3.40 3.40 2170.53 2167.94 2.54 29.32 7.17 1.11 1.16

F8_3 3.40 3.40 2170.53 2168.00 2.47 28.61 7.17 1.07 1.16

F8_4 3.40 3.40 2170.53 2168.00 2.47 28.61 7.17 1.07 1.16

F9 blinding - 3500x3500

F9_1 3.50 3.50 2170.53 2168.18 2.30 28.16 7.62 0.96 1.23

F10_2 3.50 3.50 2170.53 2168.00 2.47 30.32 7.62 1.07 1.23

F10 blinding - 3700x3700

F10_1 3.70 3.70 2170.53 2167.93 2.55 34.91 9.80 1.06 1.37

F10_2 3.70 3.70 2175.175 2168.23 6.90 94.45 9.80 3.84 1.37

F10_3 3.70 3.70 2170.53 2167.76 2.72 37.20 9.80 1.16 1.37

F10_4 3.70 3.70 2175.175 2168.48 6.65 91.02 9.80 3.68 1.37

F10_5 3.70 3.70 2175.175 2168.47 6.66 91.12 9.80 3.68 1.37

F10_6 3.70 3.70 2175.175 2168.00 7.13 97.54 9.80 3.98 1.37

F10_7 3.70 3.70 2170.53 2168.00 2.47 33.88 9.80 1.01 1.37

F10_8 3.70 3.70 2170.53 2168.00 2.47 33.88 9.80 1.01 1.37

F10_9 3.70 3.70 2170.53 2168.00 2.47 33.88 9.80 1.01 1.37

F10_10 3.70 3.70 2170.53 2168.00 2.47 33.88 9.80 1.01 1.37

F11 blinding - 3800x3800

F11_1 3.80 3.80 2170.53 2167.50 2.97 42.96 10.37 1.33 1.44

F11_2 3.80 3.80 2170.53 2167.50 2.97 42.96 10.37 3.03 1.44

F12 blinding - 3900x3900

F12_1 3.90 3.90 2170.53 2168.00 2.47 37.64 10.95 1.01 1.52

F12_2 3.90 3.90 2170.53 2168.20 2.28 34.60 10.95 0.88 1.52

F12_3 3.90 3.90 2170.53 2167.80 2.67 40.69 10.95 2.27 1.52

F12_4 3.90 3.90 2170.53 2167.50 2.97 45.25 10.95 1.33 1.52

F13 blinding - 4100x4100

F13_1 4.10 4.10 2170.53 2167.60 2.88 48.33 13.69 1.20 1.68

F13_2 4.10 4.10 2170.53 2167.80 2.67 44.97 13.69 1.07 1.68

F13_3 4.10 4.10 2170.53 2167.50 2.97 50.01 13.69 1.26 1.68

F13_4 4.10 4.10 2170.53 2167.80 2.67 44.97 13.69 1.07 1.68

F14 blinding - 4300x4300

F14_1 4.30 4.30 2170.53 2167.50 2.97 55.01 16.81 2.40 1.85

F14_2 4.30 4.30 2170.53 2168.09 2.38 44.04 16.81 0.82 1.85

F14_3 4.30 4.30 2170.53 2167.98 2.55 47.13 16.81 0.99 1.85

F14_4 4.30 4.30 2170.53 2168.53 2.00 36.96 16.81 0.64 1.85

F14_5 4.30 4.30 2170.53 2168.21 2.32 42.88 16.81 0.84 1.85

F14_6 4.30 4.30 2170.53 2168.00 2.53 46.69 16.81 0.98 1.85

F14_7 4.30 4.30 2170.53 2168.00 2.53 46.69 16.81 1.63 1.85

F14_8 4.30 4.30 2170.53 2168.00 2.53 46.69 16.81 0.77 1.85

F14_9 4.30 4.30 2170.53 2168.00 2.53 46.69 16.81 0.98 1.85

F14_10 4.30 4.30 2170.53 2167.50 3.03 55.93 16.81 1.30 1.85

F14_11 4.30 4.30 2170.53 2167.50 3.03 55.93 16.81 1.30 1.85

F15 blinding - 4600x4600

F15_1 4.60 4.60 2170.53 2167.67 2.80 59.29 19.36 1.09 2.12

F15_2 4.60 4.60 2170.53 2167.79 2.69 56.90 19.36 1.02 2.12

F15_3 4.60 4.60 2170.53 2168.09 2.39 50.51 19.36 0.82 2.12

F15_4 4.60 4.60 2170.53 2168.26 2.22 46.95 19.36 0.72 2.12

F15_5 4.60 4.60 2170.53 2167.50 2.97 62.95 19.36 1.80 2.12

F15_6 4.60 4.60 2170.53 2168.00 2.47 52.37 19.36 1.91 2.12

F15_7 4.60 4.60 2170.53 2168.22 2.26 47.80 19.36 0.58 2.12

F15_8 4.60 4.60 2170.53 2167.50 2.97 62.95 19.36 1.20 2.12

F15_9 4.60 4.60 2170.53 2168.00 2.47 52.37 19.36 1.32 2.12

F15_10 4.60 4.60 2170.53 2168.00 2.47 52.37 19.36 0.88 2.12

F15_11 4.60 4.60 2170.53 2167.70 2.78 58.72 19.36 1.07 2.12

F15_12 4.60 4.60 2170.53 2168.00 2.47 52.37 19.36 0.88 2.12

F15_13 4.60 4.60 2170.53 2168.00 2.47 52.37 19.36 0.88 2.12

F15_14 4.60 4.60 2170.53 2168.00 2.47 52.37 19.36 1.47 2.12

F15_15 4.60 4.60 2170.53 2167.50 2.97 62.95 19.36 1.20 2.12

F15_16 4.60 4.60 2170.53 2167.70 2.78 58.72 19.36 1.07 2.12

F15_17 4.60 4.60 2170.53 2167.50 2.97 62.95 19.36 1.20 2.12

F15_18 4.60 4.60 2170.53 2168.00 2.47 52.37 19.36 1.32 2.12

F16 blinding - 4800x4800

F16_1 4.80 4.80 2170.53 2168.21 2.27 52.23 24.33 0.65 2.30

F16_2 4.80 4.80 2170.53 2167.50 2.97 68.54 24.33 1.10 2.30

F16_3 4.80 4.80 2170.53 2167.80 2.67 61.63 24.33 0.91 2.30

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F17 blinding - 4900x4900

F16_1 4.90 4.90 2170.53 2168.42 2.06 49.44 25.39 0.81 2.40

F16_2 4.90 4.90 2170.53 2168.02 2.46 59.04 25.39 0.74 2.40

F16_3 4.90 4.90 2170.53 2167.80 2.67 64.23 25.39 0.88 2.40

F16_4 4.90 4.90 2170.53 2168.00 2.47 59.42 25.39 2.26 2.40

F18 blinding - 5200x5200

F18_1 5.20 5.20 2170.53 2168.00 2.53 68.28 31.25 6.17 2.70

F18_2 5.20 5.20 2170.53 2167.98 2.54 68.76 31.25 1.38 2.70

F18_3 5.20 5.20 2170.53 2167.91 2.62 70.76 31.25 0.87 2.70

F18_4 5.20 5.20 2170.53 2168.25 2.28 61.62 31.25 0.66 2.70

F18_5 5.20 5.20 2170.53 2168.00 2.53 68.28 31.25 0.82 2.70

F18_6 5.20 5.20 2170.53 2168.00 2.53 68.28 31.25 6.17 2.70

F18_7 5.20 5.20 2170.53 2167.50 3.03 81.80 31.25 1.14 2.70

F18_8 5.20 5.20 2170.53 2167.50 3.03 81.80 31.25 1.14 2.70

F18_9 5.20 5.20 2170.53 2168.00 2.53 68.28 31.25 0.82 2.70

F18_10 5.20 5.20 2170.53 2168.00 2.53 68.28 31.25 0.82 2.70

F18_11 5.20 5.20 2170.53 2167.80 2.72 73.68 31.25 0.94 2.70

F18_12 5.20 5.20 2170.53 2168.00 2.53 68.28 31.25 0.82 2.70

F18_13 5.20 5.20 2170.53 2168.00 2.53 68.28 31.25 6.17 2.70

F19 blinding - 5700x5700

F19_1 5.70 5.70 2170.53 2167.83 2.70 87.69 39.33 1.13 3.25

F19_2 5.70 5.70 2170.53 2167.69 2.84 92.21 39.33 1.25 3.25

F19_3 5.70 5.70 2170.53 2167.89 2.64 85.77 39.33 1.09 3.25

F19_4 5.70 5.70 2170.53 2167.93 2.60 84.34 39.33 1.05 3.25

F19_5 5.70 5.70 2170.53 2168.00 2.53 82.04 39.33 0.68 3.25

F19_6 5.70 5.70 2170.53 2167.80 2.72 88.54 39.33 1.15 3.25

F20 blinding - 8600x6000

F20_1 8.60 6.00 2170.53 2168.00 2.53 130.29 21.18 10.53 5.16

F20_2 8.60 6.00 2170.53 2167.94 2.59 133.49 21.18 10.89 5.16

F21 blinding - 8600x5800

F21_1 8.60 6.00 2170.53 2167.50 3.03 156.09 21.18 13.11 5.16

F21_2 8.60 6.00 2170.53 2167.50 3.03 156.09 21.18 13.11 5.16

F22 blinding - 84.66 sq.m

F22_1 84.66 1.00 2170.53 2167.50 3.03 256.10 76.19 13.48 8.47

WF blinding - 2.5m width

WF1 115.65 1.00 2175.175 2168.00 7.13 824.01 46.26 82.78 11.57

WF2 15.93 1.00 2175.175 2168.00 7.13 113.50 6.37 11.73 1.59

WF3 10.05 1.00 2170.53 2168.00 2.47 24.87 4.02 5.18 1.01

WF4 10.02 1.00 2170.53 2168.00 2.47 24.80 4.01 5.15 1.00

WF5 10.04 1.00 2170.53 2168.00 2.47 24.85 4.02 5.15 1.00

WF6 10.04 1.00 2170.53 2168.00 2.47 24.85 4.02 5.15 1.00

WF7 9.50 1.00 2170.53 2168.00 2.47 23.51 3.80 4.98 0.95

WF8 12.10 1.00 2170.53 2167.50 2.97 36.00 4.84 6.46 1.21

WF9 12.40 1.00 2170.53 2168.00 2.47 30.69 4.96 5.21 1.24

WF10 30.70 1.00 2170.53 2168.00 2.47 75.98 12.28 9.72 3.07

WF11 11.40 1.00 2170.53 2168.00 2.47 28.21 4.56 5.21 1.14

WF12 11.60 1.00 2170.53 2168.00 2.47 28.71 4.64 5.21 1.16

WF13 26.74 1.00 2170.53 2167.50 2.97 79.55 10.70 10.51 2.67

WF14 4.20 1.00 2170.53 2167.50 2.97 12.49 1.68 3.23 0.42

WF15 8.10 1.00 2170.53 2168.00 2.47 20.05 3.24 4.74 0.81

WF16 9.20 1.00 2170.53 2168.00 2.47 22.77 3.68 5.15 0.92

WF17 9.50 1.00 2170.53 2168.00 2.47 23.51 3.80 5.15 0.95

WF18 10.65 1.00 2170.53 2168.00 2.47 26.36 4.26 5.29 1.07

WF19 9.55 1.00 2170.53 2168.00 2.47 23.64 3.82 4.85 0.95

WF20 11.60 1.00 2170.53 2168.00 2.47 28.71 4.64 5.21 1.16

WF21 12.50 1.00 2170.53 2168.00 2.47 30.94 5.00 5.21 1.25

WF22 27.70 1.00 2170.53 2168.00 2.47 68.56 11.08 10.52 2.77

WF23 67.80 1.00 2170.53 2168.00 2.47 167.80 27.12 21.63 6.78

WF24 29.40 1.00 2170.53 2168.00 2.47 72.76 11.76 10.67 2.94

WF25 12.70 1.00 2170.53 2168.00 2.47 31.43 5.08 5.21 1.27

WF26 11.60 1.00 2170.53 2168.00 2.47 28.71 4.64 5.21 1.16

WF27 9.85 1.00 2170.53 2168.00 2.47 24.38 3.94 4.85 0.99

WF28 10.95 1.00 2170.53 2168.00 2.47 27.10 4.38 5.32 1.10

WF29 9.50 1.00 2170.53 2168.00 2.47 23.51 3.80 5.15 0.95

WF30 9.20 1.00 2170.53 2167.80 2.67 24.61 3.68 5.68 0.92

WF31 8.10 1.00 2170.53 2167.50 2.97 24.10 3.24 5.87 0.81

WF32 27.17 1.00 2170.53 2167.50 2.97 80.82 10.87 3.30 2.72

WF33 10.70 1.00 2170.53 2167.50 2.97 31.83 4.28 13.92 1.07

WF34 11.00 1.00 2170.53 2167.50 2.97 32.72 4.40 7.06 1.10

WF35 11.21 1.00 2170.53 2168.00 2.47 27.75 4.48 5.21 1.12

WF36 12.01 1.00 2170.53 2168.00 2.47 29.73 4.80 5.20 1.20

WF37 3.60 1.00 2170.53 2168.00 2.47 8.91 1.44 5.20 0.36

WF38 4.20 1.00 2170.53 2168.00 2.47 10.39 1.68 2.37 0.42

WF39 45.09 1.00 2170.53 2168.00 2.47 111.60 18.04 2.37 4.51

WF40 11.30 1.00 2170.53 2167.70 2.78 31.36 4.52 18.39 1.13

Page 80: Excavation computation.xlsx

WF41 10.90 1.00 2170.53 2167.70 2.78 30.25 4.36 6.01 1.09

WF42 9.90 1.00 2170.53 2168.00 2.47 24.50 3.96 5.15 0.99

WF43 10.04 1.00 2170.53 2168.00 2.47 24.85 4.02 4.98 1.00

WF44 10.04 1.00 2170.53 2168.00 2.47 24.85 4.02 5.15 1.00

WF45 10.04 1.00 2170.53 2168.00 2.47 24.85 4.02 5.15 1.00

WF46 10.70 1.00 2170.53 2168.00 2.47 26.48 4.28 5.18 1.07

WF47 4.79 1.00 2170.53 2168.00 2.47 11.86 1.92 4.25 0.48

WF48 7.54 1.00 2170.53 2168.00 2.47 18.66 3.02 3.56 0.75

WF49 9.01 1.00 2170.53 2168.00 2.47 22.31 3.61 3.51 0.90

WF50 13.33 1.00 2170.53 2168.00 2.47 32.98 5.33 5.21 1.33

WF51 13.33 1.00 2170.53 2167.50 2.97 39.66 5.33 6.53 1.33

WF52 12.87 1.00 2170.53 2168.00 2.47 31.85 5.15 3.47 1.29

WF52 7.60 1.00 2170.53 2168.00 2.47 18.82 3.04 3.47 0.76

WF52 7.22 1.00 2170.53 2168.00 2.47 17.87 2.89 4.15 0.72

WF52 8.91 1.00 2170.53 2168.00 2.47 22.05 3.56 0.00 0.89

8,938.71

Parking 1

PF blinding - 1000x1000x100

F_1 1.00 1.00 2175.175 2174.35 0.78 0.78 0.26 0.02 0.10

F_2 1.00 1.00 2175.175 2174.35 0.78 0.78 0.26 0.02 0.10

F_3 1.00 1.00 2175.175 2171.5 3.63 3.63 0.26 0.28 0.10

F_4 1.00 1.00 2175.175 2173.5 1.63 1.63 0.26 0.10 0.10

F_5 1.00 1.00 2175.175 2173.5 1.63 1.63 0.26 0.10 0.10

F_6 1.00 1.00 2175.175 2173.5 1.63 1.63 0.26 0.10 0.10

F_7 1.00 1.00 2175.175 2173.5 1.63 1.63 0.26 0.10 0.10

F_8 1.00 1.00 2175.175 2173.5 1.63 1.63 0.26 0.10 0.10

F_9 1.00 1.00 2175.175 2171.5 3.63 3.63 0.26 0.28 0.10

F_10 1.00 1.00 2175.175 2172.35 2.78 2.78 0.26 0.20 0.10

F_11 1.00 1.00 2175.175 2172.35 2.78 2.78 0.26 0.20 0.10

F_12 1.00 1.00 2175.175 2174.35 0.78 0.78 0.26 0.02 0.10

F_13 1.00 1.00 2175.175 2174.35 0.78 0.78 0.26 0.02 0.10

F_14 1.00 1.00 2175.175 2171.5 3.63 3.63 0.26 0.28 0.10

F_15 1.00 1.00 2175.175 2171.5 3.63 3.63 0.26 0.28 0.10

F_16 1.00 1.00 2175.175 2171.5 3.63 3.63 0.26 0.28 0.10

F_17 1.00 1.00 2175.175 2172.00 3.13 3.13 0.26 0.24 0.10

F_18 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_19 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_20 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_21 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_22 1.00 1.00 2175.175 2173.5 1.63 1.63 0.26 0.10 0.10

F_23 1.00 1.00 2175.175 2173.5 1.63 1.63 0.26 0.10 0.10

F_24 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_25 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_26 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_27 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_28 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_29 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_30 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_31 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_32 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_33 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_34 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_35 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_36 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_37 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_38 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_39 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_40 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_41 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_42 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_43 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_44 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_45 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_46 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_47 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_48 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_49 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_50 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_51 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_52 1.00 1.00 2175.175 2172.5 2.63 2.63 0.26 0.19 0.10

F_53 1.00 1.00 2175.175 2173.00 2.13 2.13 0.26 0.15 0.10

F_54 1.00 1.00 2175.175 2173.00 2.13 2.13 0.26 0.15 0.10

F_55 1.00 1.00 2175.175 2173.00 2.13 2.13 0.26 0.15 0.10

F_56 1.00 1.00 2175.175 2173.00 2.13 2.13 0.26 0.15 0.10

F_57 1.00 1.00 2175.175 2173.00 2.13 2.13 0.26 0.15 0.10

F_58 1.00 1.00 2175.175 2173.00 2.13 2.13 0.26 0.15 0.10

F_59 1.00 1.00 2175.175 2173.00 2.13 2.13 0.26 0.15 0.10

F_60 1.00 1.00 2175.175 2171.50 3.63 3.63 0.26 0.28 0.10

F_61 1.00 1.00 2175.175 2171.50 3.63 3.63 0.26 0.28 0.10

F_62 1.00 1.00 2175.175 2171.50 3.63 3.63 0.26 0.28 0.10

TOTAL

Page 81: Excavation computation.xlsx

F_63 1.00 1.00 2175.175 2171.50 3.63 3.63 0.26 0.28 0.10

F_64 1.00 1.00 2175.175 2171.50 3.63 3.63 0.26 0.28 0.10

F_65 1.00 1.00 2175.175 2171.50 3.63 3.63 0.26 0.28 0.10

F_66 1.00 1.00 2175.175 2171.50 3.63 3.63 0.26 0.28 0.10

F_67 1.00 1.00 2175.175 2171.50 3.63 3.63 0.26 0.28 0.10

F_68 1.00 1.00 2175.175 2171.50 3.63 3.63 0.26 0.28 0.10

F_69 1.00 1.00 2175.175 2171.50 3.63 3.63 0.26 0.28 0.10

F_70 1.00 1.00 2175.175 2171.50 3.63 3.63 0.26 0.28 0.10

F_71 1.00 1.00 2175.175 2171.50 3.63 3.63 0.26 0.28 0.10

F_72 1.00 1.00 2175.175 2171.50 3.63 3.63 0.26 0.28 0.10

F_73 1.00 1.00 2175.175 2171.50 3.63 3.63 0.26 0.28 0.10

F_74 1.00 1.00 2175.175 2172.00 3.13 3.13 0.26 0.24 0.10

F_75 1.00 1.00 2175.175 2172.00 3.13 3.13 0.26 0.24 0.10

F_76 1.00 1.00 2175.175 2170.80 4.32 4.32 0.26 0.34 0.10

F_77 1.00 1.00 2175.175 2173.50 1.63 1.63 0.26 0.10 0.10

F_78 1.00 1.00 2175.175 2170.80 4.32 4.32 0.26 0.34 0.10

F_79 1.00 1.00 2175.175 2170.80 4.32 4.32 0.26 0.34 0.10

F_80 1.00 1.00 2175.175 2172.00 3.13 3.13 0.26 0.24 0.10

F_81 1.00 1.00 2175.175 2173.80 1.32 1.32 0.26 0.07 0.10

F_82 1.00 1.00 2175.175 2173.50 1.63 1.63 0.26 0.10 0.10

F_83 1.00 1.00 2175.175 2173.50 1.63 1.63 0.26 0.10 0.10

F_84 1.00 1.00 2175.175 2172.50 2.63 2.63 0.26 0.19 0.10

F_85 1.00 1.00 2175.175 2172.50 2.63 2.63 0.26 0.19 0.10

F_86 1.00 1.00 2175.175 2172.50 2.63 2.63 0.26 0.19 0.10

F_87 1.00 1.00 2175.175 2171.50 3.63 3.63 0.26 0.28 0.10

F_88 1.00 1.00 2175.175 2172.50 2.63 2.63 0.26 0.19 0.10

F_89 1.00 1.00 2175.175 2170.80 4.32 4.32 0.26 0.34 0.10

F_90 1.00 1.00 2175.175 2173.50 1.63 1.63 0.26 0.10 0.10

F_91 1.00 1.00 2175.175 2173.00 2.13 2.13 0.26 0.15 0.10

F* blinding - 1400x1000

F*_1 1.40 1.00 2175.175 2173.50 1.63 2.28 0.38 0.20 0.14

F*_2 1.40 1.00 2175.175 2170.70 4.43 6.20 0.38 0.71 0.14

F*_3 1.40 1.00 2175.175 2172.00 3.13 4.38 0.38 0.47 0.14

F*_4 1.40 1.00 2175.175 2172.00 3.13 4.38 0.38 0.47 0.14

F*_5 1.40 1.00 2175.175 2173.80 1.32 1.85 0.38 0.15 0.14

F*_6 1.40 1.00 2175.175 2171.50 3.63 5.08 0.38 0.56 0.14

F*_7 1.40 1.00 2175.175 2171.50 3.63 5.08 0.38 0.56 0.14

F*_8 1.40 1.00 2175.175 2171.50 3.63 5.08 0.38 0.56 0.14

F*_9 1.40 1.00 2175.175 2171.50 3.63 5.08 0.38 0.56 0.14

F*_10 1.40 1.00 2175.175 2171.50 3.63 5.08 0.38 0.56 0.14

F*_11 1.40 1.00 2175.175 2171.50 3.63 5.08 0.38 0.56 0.14

F*_12 1.40 1.00 2175.175 2173.00 2.13 2.98 0.38 0.29 0.14

CF1 blinding - 6200x3400

CF1_1 6.20 3.40 2175.175 2171.50 3.63 76.42 11.52 1.47 2.11

CF2 blinding - 7000x4000

CF2_1 7.00 4.00 2175.175 2170.80 4.32 121.10 25.84 1.62 2.80

F2 blinding - 2400x2400

F2_1 2.40 2.40 2175.175 2172.50 2.63 15.12 1.94 1.36 0.58

F2_2 2.40 2.40 2175.175 2173.25 1.88 10.80 1.94 0.69 0.58

F2_3 2.40 2.40 2175.175 2173.25 1.88 10.80 1.94 0.69 0.58

F2_4 2.40 2.40 2175.175 2173.25 1.88 10.80 1.94 0.69 0.58

F2_5 2.40 2.40 2175.175 2173.25 1.88 10.80 1.94 0.69 0.58

F2_6 2.40 2.40 2175.175 2173.25 1.88 10.80 1.94 0.69 0.58

F2_7 2.40 2.40 2175.175 2173.25 1.88 10.80 1.94 0.69 0.58

F2_8 2.40 2.40 2175.175 2173.25 1.88 10.80 1.94 0.69 0.58

F2_9 2.40 2.40 2175.175 2173.25 1.88 10.80 1.94 0.69 0.58

F2_10 2.40 2.40 2175.175 2173.25 1.88 10.80 1.94 0.69 0.58

F2_11 2.40 2.40 2175.175 2173.25 1.88 10.80 1.94 0.69 0.58

F3 blinding - 2600x2600

F3_1 2.60 2.60 2175.175 2171.50 3.63 24.51 2.88 1.52 0.68

F3_2 2.60 2.60 2175.175 2171.50 3.63 24.51 2.88 1.52 0.68

F3_3 2.60 2.60 2175.175 2171.50 3.63 24.51 2.88 1.52 0.68

F3_4 2.60 2.60 2175.175 2172.50 2.63 17.75 2.88 1.02 0.68

F3_5 2.60 2.60 2175.175 2172.50 2.63 17.75 2.88 1.02 0.68

F3_6 2.60 2.60 2175.175 2172.50 2.63 17.75 2.88 1.02 0.68

F3_7 2.60 2.60 2175.175 2172.50 2.63 17.75 2.88 1.02 0.68

F4 blinding - 2700x2700

F4_1 2.70 2.70 2175.175 2172.50 2.63 19.14 3.13 1.30 0.73

F4_2 2.70 2.70 2175.175 2172.50 2.63 19.14 3.13 1.02 0.73

F4_3 2.70 2.70 2175.175 2172.50 2.63 19.14 3.13 1.02 0.73

F4_4 2.70 2.70 2175.175 2172.50 2.63 19.14 3.13 1.02 0.73

F4_5 2.70 2.70 2175.175 2172.50 2.63 19.14 3.13 1.02 0.73

F4_6 2.70 2.70 2175.175 2172.50 2.63 19.14 3.13 1.02 0.73

F4_7 2.70 2.70 2175.175 2172.50 2.63 19.14 3.13 1.02 0.73

F4_8 2.70 2.70 2175.175 2172.50 2.63 19.14 3.13 1.02 0.73

Page 82: Excavation computation.xlsx

F4_9 2.70 2.70 2175.175 2172.50 2.63 19.14 3.13 1.02 0.73

F4_10 2.70 2.70 2175.175 2172.50 2.63 19.14 3.13 1.02 0.73

F4_11 2.70 2.70 2175.175 2172.50 2.63 19.14 3.13 1.02 0.73

F5 blinding - 2900x2900

F5_1 2.90 2.90 2175.175 2172.50 2.63 22.08 4.37 0.97 0.84

F5_2 2.90 2.90 2175.175 2172.50 2.63 22.08 4.37 1.23 0.84

F5_3 2.90 2.90 2175.175 2172.50 2.63 22.08 4.37 0.62 0.84

F5_4 2.90 2.90 2175.175 2172.50 2.63 22.08 4.37 0.62 0.84

F6 blinding - 3100x3100

F6_1 3.10 3.10 2175.175 2172.00 3.13 30.03 5.05 1.55 0.96

F6_2 3.10 3.10 2175.175 2172.00 3.13 30.03 5.05 1.55 0.31

F6_3 3.10 3.10 2175.175 2172.50 2.63 25.23 5.05 1.23 0.31

F6_4 3.10 3.10 2175.175 2172.50 2.63 25.23 5.05 1.23 0.31

F6_5 3.10 3.10 2175.175 2172.50 2.63 25.23 5.05 1.23 0.31

F7 blinding - 3200x3200

F7_1 3.20 3.20 2175.175 2171.50 3.63 37.12 5.40 1.47 1.02

F8 blinding - 3400x3400

F8_1 3.40 3.40 2175.175 2171.10 4.03 46.53 7.17 1.62 1.16

F8_2 3.40 3.40 2175.175 2172.50 2.63 30.35 7.17 1.17 1.16

F8_3 3.40 3.40 2175.175 2172.50 2.63 30.35 7.17 1.17 1.16

F9 blinding - 3500x3500

F9_1 3.50 3.50 2175.175 2172.35 2.78 33.99 7.62 1.26 1.23

F9_2 3.50 3.50 2175.175 2171.50 3.63 44.41 7.62 1.81 1.23

F10 blinding - 3700x3700

F10_1 3.70 3.70 2175.175 2172.35 2.78 37.99 9.80 1.20 1.37

F10_2 3.70 3.70 2175.175 2171.50 3.63 49.63 9.80 1.74 1.37

F10_3 3.70 3.70 2175.175 2171.50 3.63 49.63 9.80 1.74 1.37

F10_4 3.70 3.70 2175.175 2173.50 1.63 22.25 9.80 0.70 1.37

F10_5 3.70 3.70 2175.175 2171.50 3.63 49.63 9.80 1.37 1.37

F10_6 3.70 3.70 2175.175 2173.00 2.13 29.09 9.80 1.18 1.37

F10_7 3.70 3.70 2175.175 2173.00 2.13 29.09 9.80 1.18 1.37

F12 blinding - 3900x3900

F12_1 3.90 3.90 2175.175 2171.50 3.63 55.14 10.95 1.56 1.52

F13 blinding - 4100x4100

F13_1 4.10 4.10 2175.175 2171.50 3.63 60.94 13.69 3.83 1.68

F14 blinding - 4300x4300

F14_1 4.30 4.30 2175.175 2172.00 4.03 74.42 16.81 1.02 1.85

F14_2 4.30 4.30 2175.175 2171.50 4.53 83.67 16.81 2.71 1.85

F14_3 4.30 4.30 2175.175 2172.50 3.53 65.18 16.81 0.98 1.85

F15 blinding - 4600x4600

F15_1 4.60 4.60 2175.175 2171.50 3.63 76.71 19.36 2.70 2.12

F16 blinding - 4800x4800

F16_1 4.80 4.80 2175.175 2171.50 3.63 83.52 24.33 2.54 2.30

F17 blinding - 4900x4900

F17_1 4.90 4.90 2175.175 2170.80 4.32 103.84 26.51 3.24 2.40

F17_2 4.90 4.90 2175.175 2172.00 3.13 75.03 26.51 1.95 2.40

F18 blinding - 5200x5200

F18_1 5.20 5.20 2175.175 2171.50 3.63 98.02 31.25 4.37 2.70

F22 blinding - 84.66sq.m

F22_1 84.66 1.00 2175.175 2171.50 3.63 306.89 73.24 11.39 8.47

F0 blinding - 1800x1800

F0_1 1.80 1.80 2174.3 2171.50 2.75 8.91 1.54 0.55 0.32

F0_2 1.80 1.80 2174.3 2171.50 2.75 8.91 1.54 0.55 0.32

F0_3 1.80 1.80 2174.3 2171.50 2.75 8.91 1.54 0.55 0.32

F0_4 1.80 1.80 2174.3 2171.50 2.75 8.91 1.54 0.55 0.32

F0_5 1.80 1.80 2174.3 2171.50 2.75 8.91 1.54 0.55 0.32

F0_6 1.80 1.80 2174.3 2171.50 2.75 8.91 1.54 0.55 0.32

F0_7 1.80 1.80 2174.3 2171.50 2.75 8.91 1.54 0.55 0.32

F0_8 1.80 1.80 2174.3 2171.50 2.75 8.91 1.54 0.55 0.32

WF blinding - 2.5m width

WF_1 104.15 1.00 2175.175 2173.25 1.88 195.27 41.66 22.05 10.41

WF_2 15.17 1.00 2175.175 2173.25 1.88 28.44 6.07 3.68 1.52

WF_3 14.80 1.00 2175.175 2173.25 1.88 27.75 5.92 3.64 1.48

WF_4 15.17 1.00 2175.175 2173.25 1.88 28.44 6.07 3.68 1.52

WF_5 14.80 1.00 2175.175 2173.25 1.88 27.75 5.92 3.64 1.48

Page 83: Excavation computation.xlsx

WF_6 15.17 1.00 2175.175 2173.25 1.88 28.44 6.07 3.68 1.52

WF_7 14.80 1.00 2175.175 2173.25 1.88 27.75 5.92 3.64 1.48

WF_8 15.17 1.00 2175.175 2173.25 1.88 28.44 6.07 3.68 1.52

WF_9 207.19 1.00 2175.175 2173.25 1.88 388.48 82.88 43.42 20.72

WF_10 241.70 1.00 2175.175 2173.25 1.88 453.18 96.68 53.40 24.17

4,075.06

13,013.77GRAND TOTAL

TOTAL

Page 84: Excavation computation.xlsx

AL Rashid Trading & Contracting Co. ( RTCC )

Quantity

6.07 0.15 0.1

1.34 0.15 0.1

1.41 0.15 0.1

2.08 0.15 0.1

2.08 0.15 0.1

2.31 0.15 0.1

2.31 0.15 0.1

2.48 0.15 0.1

2.48 0.15 0.1

2.33 0.15 0.1

6.85 0.15 0.1

2.12 0.15 0.1

1.98 0.15 0.1

1.70 0.15 0.1

4.34 0.15 0.1

2.34 0.15 0.1

1.86 0.15 0.1

2.73 0.15 0.1

2.51 0.15 0.1

1.83 0.15 0.1

6.43 0.15 0.1

1.98 0.15 0.1

2.00 0.15 0.1

2.34 0.15 0.1

2.27 0.15 0.1

2.17 0.15 0.1

2.48 0.15 0.1

2.10 0.15 0.1

2.43 0.15 0.1

4.43 0.15 0.1

6.16 0.15 0.1

2.16 0.15 0.1

2.22 0.15 0.1

2.49 0.15 0.1

2.70 0.15 0.1

5.09 0.15 0.1

5.01 0.15 0.1

5.66 0.15 0.1

1.70 0.15 0.1

6.03 0.15 0.1

1.94 0.15 0.1

6.17 0.15 0.1

6.17 0.15 0.1

1.82 0.15 0.1

1.91 0.15 0.1

2.40 0.15 0.1

2.40 0.15 0.1

2.40 0.15 0.1

2.40 0.15 0.1

2.40 0.15 0.1

2.40 0.15 0.1

2.40 0.15 0.1

2.40 0.15 0.1

2.40 0.15 0.1

2.40 0.15 0.1

2.40 0.15 0.1

2.40 0.15 0.1

2.40 0.15 0.1

2.40 0.15 0.1

1.94 0.15 0.1

1.94 0.15 0.1

1.94 0.15 0.1

1.94 0.15 0.1

1.94 0.15 0.1

Quantity of back filling

Slab

thickness

Blinding

thicknessRemarks

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1.94 0.15 0.1

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2.40 0.15 0.1

3.20 0.15 0.1

3.58 0.15 0.1

3.58 0.15 0.1

2.83 0.15 0.1

2.83 0.15 0.1

2.83 0.15 0.1

2.90 0.15 0.1

0.15 0.1

14.26 0.15 0.1

15.09 0.15 0.1

15.55 0.15 0.1

12.49 0.15 0.1

12.49 0.15 0.1

13.32 0.15 0.1

13.32 0.15 0.1

12.49 0.15 0.1

12.76 0.15 0.1

12.49 0.15 0.1

13.55 0.15 0.1

13.54 0.15 0.1

10.75 0.15 0.1

12.43 0.15 0.1

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12.00 0.15 0.1

12.78 0.15 0.1

12.43 0.15 0.1

13.00 0.15 0.1

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19.85 0.15 0.1

22.58 0.15 0.1

19.21 0.15 0.1

19.88 0.15 0.1

19.21 0.15 0.1

19.21 0.15 0.1

18.36 0.15 0.1

20.40 0.15 0.1

22.68 0.15 0.1

79.44 0.15 0.1

24.86 0.15 0.1

76.18 0.15 0.1

76.27 0.15 0.1

82.39 0.15 0.1

21.71 0.15 0.1

21.71 0.15 0.1

21.71 0.15 0.1

21.71 0.15 0.1

29.82 0.15 0.1

28.12 0.15 0.1

24.16 0.15 0.1

21.25 0.15 0.1

25.94 0.15 0.1

31.45 0.15 0.1

31.76 0.15 0.1

28.52 0.15 0.1

33.38 0.15 0.1

28.52 0.15 0.1

33.95 0.15 0.1

24.56 0.15 0.1

27.48

17.66

23.38

27.05

26.39

27.26

27.05

35.98

35.98

36.73 0.15 0.1

34.41 0.15 0.1

28.21 0.15 0.1

24.76 0.15 0.1

39.67 0.15 0.1

28.98 0.15 0.1

25.74 0.15 0.1

40.27 0.15 0.1

29.57 0.15 0.1

30.01 0.15 0.1

36.17 0.15 0.1

30.01 0.15 0.1

30.01 0.15 0.1

29.42 0.15 0.1

40.27 0.15 0.1

36.17 0.15 0.1

40.27 0.15 0.1

29.57 0.15 0.1

24.94 0.15 0.1

40.80 0.15 0.1

34.08 0.15 0.1

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20.83 0.15 0.1

30.51 0.15 0.1

35.55 0.15 0.1

29.38 0.15 0.1

28.15

33.42

35.93

27.01

33.51

28.15

46.71

46.71

33.51

33.51

38.79

33.51

28.15

43.98

48.39

42.11

40.72

38.79

44.81

93.42

96.27

116.64

116.64

157.95

683.40 0.15 0.1

93.81 0.15 0.1

14.66 0.15 0.1

14.63 0.15 0.1

14.67 0.15 0.1

14.67 0.15 0.1

13.79 0.15 0.1

23.49 0.15 0.1

19.28 0.15 0.1

50.91 0.15 0.1

17.30 0.15 0.1

17.70 0.15 0.1

55.68 0.15 0.1

7.16 0.15 0.1

11.26 0.15 0.1

13.01 0.15 0.1

13.61 0.15 0.1

15.74 0.15 0.1

14.01 0.15 0.1

17.70 0.15 0.1

19.47 0.15 0.1

44.19 0.15 0.1

112.28 0.15 0.1

47.40 0.15 0.1

19.87 0.15 0.1

17.70 0.15 0.1

14.61 0.15 0.1

16.30 0.15 0.1

13.61 0.15 0.1

14.33 0.15 0.1

14.18 0.15 0.1

63.94 0.15 0.1

12.56 0.15 0.1

20.16 0.15 0.1

16.93 0.15 0.1

18.52 0.15 0.1

1.91 0.15 0.1

5.92 0.15 0.1

86.68 0.15 0.1

7.32 0.15 0.1

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14.40 0.15 0.1

14.85 0.15 0.1

14.67 0.15 0.1

14.67 0.15 0.1

15.95 0.15 0.1

5.21 0.15 0.1

11.33 0.15 0.1

14.29 0.15 0.1

21.11 0.15 0.1

26.46 0.15 0.1

21.95 0.15 0.1

11.55 0.15 0.1

10.11 0.15 0.1

17.60 0.15 0.1

5,317.41 M3

0.39 0.15 0.1

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2.99 0.15 0.1

1.17 0.15 0.1

1.17 0.15 0.1

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2.99 0.15 0.1

2.21 0.15 0.1

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0.39 0.15 0.1

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2.99 0.15 0.1

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2.53 0.15 0.1

2.08 0.15 0.1

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1.17 0.15 0.1

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2.08 0.15 0.1

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3.62 0.15 0.1

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2.53 0.15 0.1

0.89 0.15 0.1

1.17 0.15 0.1

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2.08 0.15 0.1

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2.99 0.15 0.1

2.08 0.15 0.1

3.62 0.15 0.1

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1.62 0.15 0.1

1.55 0.15 0.1

4.96 0.15 0.1

3.38 0.15 0.1

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1.18 0.15 0.1

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3.99 0.15 0.1

2.16 0.15 0.1

61.32 0.15 0.1

90.84 0.15 0.1

11.25 0.15 0.1

7.60 0.15 0.1

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19.43 0.15 0.1

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13.17 0.15 0.1

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13.99 0.15 0.1

14.26 0.15 0.1

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15.63 0.15 0.1

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16.25 0.15 0.1

22.47 0.15 0.1

23.12 0.15 0.1

18.64 0.15 0.1

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0.15 0.1

29.23 0.15 0.1

36.58 0.15 0.1

20.85 0.15 0.1

20.85 0.15 0.1

0.15 0.1

23.88 0.15 0.1

33.75 0.15 0.1

0.15 0.1

25.62 0.15 0.1

36.71 0.15 0.1

36.71 0.15 0.1

10.38 0.15 0.1

37.09 0.15 0.1

16.75 0.15 0.1

16.75 0.15 0.1

0.15 0.1

41.11 0.15 0.1

0.15 0.1

41.73 0.15 0.1

54.75 0.15 1

62.30 0.15 1

45.54 0.15 1

0.15 0.1

52.52 0.15 0.1

54.34 0.15 0.1

71.69 0.15 0.1

44.17 0.15 0.1

59.70 0.15 0.1

213.80 0.15 0.1

6.50 0.15 0.1

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121.15 0.15 0.1

17.18 0.15 0.1

16.71 0.15 0.1

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241.46 0.15 0.1

278.93 0.15 0.1

2,806.17 M3

8,123.58 M3

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KING KHALID UNIVERSITY

ZUHAIR FAYEZ PARTNERSHIPS

AL RASHID TRADING & CONTRACTING COMPANY

PROJECT : MALE ACADEMIC CAMPUS \ ABHA

SUBJECT : SUMMARY OF EXCAVATION QUANTITY

AS PER SHOP DRAWING

SI# ITEM MD01 MC04 MC06 MC07 P1

1 Pit excavation for footing 7,565.48 9,479.52 18,676.37 #REF!

2 Trench excavation for TB & GB 1,109.40 832.42 612.43 69.39

8674.88 10311.94 19288.8 #REF!TOTAL

Page 93: Excavation computation.xlsx

AL RASHID TRADING & CONTRACTING COMPANY

DATE: 12/5/2011

MC07 P2 MC10 TOTAL REMARKS

11,470.44 6,171.91 #REF!

151.02 629.11 3,403.77 ADDT'L TB ONLY FOR MC06

11621.46018 6801.02 #REF!