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1、原旧路填前碾压处理工程数量表雅干至温图高勒公路工程 第 1 页 共 1 页 S-6序号起讫桩号长度（m）宽度（m）压实面积（平方米）路基污方（立方米）备注1K0+000-K0+6206206.54030202碾压压沉值按平均0.05mm计算2K2+100- K6+85047506.5308751544碾压压沉值按平均0.05mm计算3K7+500-K11+45039506.5256751284碾压压沉值按平均0.05mm计算4K17+150-K18+15010006.515925325碾压压沉值按平均0.05mm计算5K18+850-K20+70024506.515925796碾压压沉值按平均
2、0.05mm计算6K23+050-K25+00019506.512675750碾压压沉值按平均0.05mm计算合 计147201051054901编制： 复核： 审核：个人收集整理 勿做商业用途版权申明本文部分内容，包括文字、图片、以及设计等在网上搜集整理.版权为个人所有This article includes some parts, including text, pictures, and design. Copyright is personal ownership.个人收集整理 勿做商业用途用户可将本文地内容或服务用于个人学习、研究或欣赏，以及其他非商业性或非盈利性用途，但同时应遵守
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