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数 量 計 算 書 【 実 施•°量...縁石工 縁石工 アスカーブ設置 V=0.3m3 H=160 m 1,195 1,200 構造物撤去 縁石撤去工 アスカーブ撤去 V=0.209m3 H=120
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