XLS《报价汇总表》

"分项报价金额汇总表",,

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"工程名称:什邡市洛水镇李冰村11组桑树坪崩塌应急排危工程",,

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"单位:元" ,,

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"序号","编码","分项工程名称","建安工程费","设备费","分项总金额","备注" "I",,

"分类分项项目",,

,"208990.

97", "1",,

"脚墙","107083.01",,

"107083.01", "1.1",,

"C20混凝土","75091.24",,

"75091.24", "1.20000061035156",,

"模板","19547.23",,

"19547.23", "1.30000122070313",,

"挖土方","1492.59125",,

"1492.59125", "1.40000122070312",,

"挖石方","2541.11125",,

"2541.11125", "1.5",,

"回填土方","1966.68125",,

"1966.68125", "1.60000122070313",,

"余方弃置","3196.8525",,

"3196.8525", "1.70000122070312",,

"泄水孔","799.940625",,

"799.940625", "1.80000122070313",,

"反滤层","367.25",,

"367.25", "1.90000122070312",,

"伸缩缝","2080.16125",,

"2080.16125", "2",,

"被动防护网","101907.96",,

"101907.96", "2.10000122070312",,

"RXI-075型被动网","79029",,

"79029", "2.2",,

"C20混凝土","7722.11",,

"7722.11", "2.3",,

"模板","4732.36",,

"4732.36", "2.40000122070313",,

"挖土方","337.4303125",,

"337.4303125", "2.5",,

"挖石方","1600.23125",,

"1600.23125", "2.60000244140625",,

"回填土方","1328.24125",,

"1328.24125", "2.70000244140625",,

"余方弃置","552.6203125",,

"552.6203125", "2.80000244140625",,

"钢柱制安","6605.97",,

"6605.97", "II",,

"措施项目",,

,"4806.7925", ,,

"临时工程","3134.8625",,

"3134.8625", "0.100000076293945",,

"办公生活及文化福利建筑","3134.8625",,

"3134.8625", ,,

"其他临时工程","1671.93125",,

"1671.93125", "0.200000152587891",,

"其他临时工程","1671.93125",,

"1671.93125", "III",,

"其他项目",,

,"10689.89", "1",,

"预留金","10689.89",,

"10689.89", ,,

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"===合计===",,

,"224487.65",,

"224487.65", "第1页共1页",,

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"分类分项工程量清单计价表" "工程名称:什邡市洛水镇李冰村11组桑树坪崩塌应急排危工程",,

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,"第1页共1页",,

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, "序号","项目编号","项目名称","计量单位","工程数量","单价(元)","合价(元)","项目主要特征","主要工作内容","主要技术条款编码","备注" "1","一","脚墙",,

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"107083.01",,

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"1.1",,

"C20混凝土","m3","143.630078125","522.81","75091.24","1.混凝土种类:自拌混凝土2.混凝土强度:C203.砼拌合料、配合比等:满足规范要求4.混凝土达到设计要求,满足现行施工验收规范5.单价含砼的所有电费、油费、水费、运输等费用6.其他:满足设计和规范要求","装、运、卸、清洗.场内配运水泥水泥、骨料,投料、加水、加外加剂、搅拌、出料、清洗.",,

"1.20000061035156",,

"模板","m3","305.33015625","64.0200390625","19547.23","1.模板材料:投标人自行考虑2.支模高度、支架材料:投标人自行考虑3.本项目投标人应根据设计图、投标施工组织设计、现场实际情况综合报价,不论采用何种支模方式均执行该单价4.综合单价内应包含模板支架及模板的安拆、维修、维护、运输、等相关费用5.其他:满足设计和规范要求","预埋铁件制作,模板运输;

模板安装、拆除、除灰、刷脱模剂,维修、倒仓,拉筋割断.",,

"1.30000122070313",,

"挖土方","m3","90.680078125","16.460009765625","1492.59125","1.土壤类别:综合考虑2.挖方深度:综合考虑3.场内运距:投标人踏勘现场,自行综合考虑","挖土、装车、重运、卸车、空回.",,

"1.40000122070312",,

"挖石方","m3","48.8300390625","52.0400390625","2541.11125","1.石方类别:综合考虑2.挖方深度:综合考虑3.场内运距:投标人踏勘现场,自行综合考虑","钻孔、爆破、撬移、解小、翻渣、清面、修整断面.",,

"1.5",,

"回填土方","m3","54","36.42001953125","1966.68125","1.回填料种类:综合考虑2.回填密实度:符合设计及规范要求3.回填料来源:投标人自行综合考虑","1.松填不夯实:包括5m以内取土(石渣)回填.2.夯填土:包括5m内取土、倒土、平土、洒水、夯实(干密度1.6g/cm3以下).",,

"1.60000122070313",,

"余方弃置","m3","85.5","37.39001953125","3196.8525","1.弃料类型:综合考虑2.弃置运距:投标人自行综合考虑","挖装、运输、卸除、空回.",,

"1.70000122070312",,

"泄水孔","m","37","21.62001953125","799.940625","1.泄水管材料:塑料PVC2.泄水管规格:753.土工布规格:300g/m2","PVC管钻孔、无纺布包装、安装.",,

"1.80000122070313",,

"反滤层","m3","1.5","244.83015625","367.25","1.反滤层材料:砂石2.回填符合设计及规范要求","修坡、压实.",,

"1.90000122070312",,

"伸缩缝","m2","13.410009765625","155.120078125","2080.16125","1.伸缩缝缝宽:2cm2.填缝材料:沥青木板3.其他符合设计及规范要求","沥青油毛毡:清洗缝面、熔化、涂刷沥青、铺油毡.x0D沥青木板:木板制作、熔化、涂沥青、安装.",,

"2","二","被动防护网",,

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"101907.96",,

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"2.10000122070312",,

"RXI-075型被动网","m2","225","351.2403125","79029","1.RXI-075型被动网2.R12/3/300型缠绕型圆环形网带减压环3.SO/2.2/50格栅/45°4.ψ18中间加固拉锚绳5.ψ22上支撑绳(双绳)6.ψ22下支撑绳(双绳)7.ψ18侧拉锚绳(双绳)8.ψ18上拉锚绳9.2ψ16钢丝绳锚杆10.具体做法详设计11.其他符合设计及规范要求","测量、定位;

场内运输;

安装立柱、斜撑及地锚钢筋;

侧拉锚绳、减压环、上下支撑绳、钢丝绳网、格栅网等及其他附件安装",,

"2.2",,

"C20混凝土","m3","14.780009765625","522.4703125","7722.11","1.混凝土种类:自拌混凝土2.混凝土强度:C203.砼拌合料、配合比等:满足规范要求4.混凝土达到设计要求,满足现行施工验收规范5.单价含砼的所有电费、油费、水费、运输等费用6.其他:满足设计和规范要求","装、运、卸、清洗.场内配运水泥水泥、骨料,投料、加水、加外加剂、搅拌、出料、清洗.",,

"2.3",,

"模板","m3","73.9200390625","64.0200390625","4732.36","1.模板材料:投标人自行考虑2.支模高度、支架材料:投标人自行考虑3.本项目投标人应根据设计图、投标施工组织设计、现场实际情况综合报价,不论采用何种支模方式均执行该单价4.综合单价内应包含模板支架及模板的安拆、维修、维护、运输、等相关费用5.其他:满足设计和规范要求","预埋铁件制作,模板运输;

模板安装、拆除、除灰、刷脱模剂,维修、倒仓,拉筋割断.",,

"2.40000122070313",,

"挖土方","m3","20.5","16.460009765625","337.4303125","1.土壤类别:综合考虑2.挖方深度:综合考虑3.场内运距:投标人踏勘现场,自行综合考虑","挖土、装车、重运、卸车、空回.",,

"2.5",,

"挖石方","m3","30.75","52.0400390625","1600.23125","1.石方类别:综合考虑2.挖方深度:综合考虑3.场内运距:投标人踏勘现场,自行综合考虑","钻孔、爆破、撬移、解小、翻渣、清面、修整断面.",,

"2.60000244140625",,

"回填土方","m3","36.47001953125","36.42001953125","1328.24125","1.回填料种类:综合考虑2.回填密实度:符合设计及规范要求3.回填料来源:投标人自行综合考虑","1.松填不夯实:包括5m以内取土(石渣)回填.2.夯填土:包括5m内取土、倒土、平土、洒水、夯实(干密度1.6g/cm3以下).",,

"2.70000244140625",,

"余方弃置","m3","14.780009765625","37.39001953125","552.6203125","1.弃料类型:综合考虑2.弃置运距:投标人自行综合考虑","挖装、运输、卸除、空回.",,

"2.80000244140625",,

"钢柱制安","t","0.665000610351563","9933.79","6605.97","1.钢柱类型:HM200*1502.探伤要求:符合设计及规范要求3.其他:符合设计及规范要求","成品堆放,构件制作、安装,校正焊接,搭拆架子,砂浆调制,砌筑,画线,下料,拼装,安装,配铁件,刷防腐油,防锈,焊接,成品安装.",,

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"合计",,

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"208990.97",,

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"投标人: "法定代表人(委托代理人) ,,

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,"2018年09月11日",,

, "措施项目清单计价表" ,,

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"工程名称:什邡市洛水镇李冰村11组桑树坪崩塌应急排危工程",,

"第1页共1页",,

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"序号","项目名称","项目特征","工作内容","单位","数量","单价(元)","金额(元)","备注" ,"临时工程",,

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"3134.8625", "0.100000076293945","办公生活及文化福利建筑",,

,"项","1","3134.8625","3134.8625", ,"其他临时工程",,

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"1671.93125", "0.200000152587891","其他临时工程",,

,"项","1","1671.93125","1671.93125", ,,

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"合计","合计",,

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"4806.7925", "投标人: "法定代表人(委托代理人) ,,

"2018年09月11日",,

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"其他项目清单计价表",,

, ,,

, "工程名称:什邡市洛水镇李冰村11组桑树坪崩塌应急排危工程",,

,"第1页共1页" "序号","项目名称","金额(元)","备注" "1","预留金","10689.89", ,,

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, ,"合计","10689.89", "投标人:",,

, "法定代表人(委托代理人):",,

, ,,

,"2018年09月11日" "主要材料价格汇总表" "工程名称:什邡市洛水镇李冰村11组桑树坪崩塌应急排危工程"单位:元", "序号","材料编码","名称及规格","单位","预算价格",,

"其中",,

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"原价","包装费","运杂费","运输保险费","采购及保管费" "1","10","砂","m3","160",,

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"2","13","碎石","m3","140",,

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"3","17B","卵石40mm","m3","140",,

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"4","28","沥青","t","3450",,

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"5","32","钢筋","kg","4.21000244140625",,

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"第1页共1页" "费用系数统计表",,

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"工程名称:什邡市洛水镇李冰村11组桑树坪崩塌应急排危工程",,

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"序号","项目名称","其他直接费费率","企业管理费费率","规费费率","利润率","税率" "1","土方","6.2%","6.6%","3.7%","7%","11.000%" "2","石方","6.2%","11.1%","2.7%","7%","11.000%" "3","砌石","6.2%","10.7%","2.7%","7%","11.000%" "4","混凝土","7.2%","7.6%","2.4%","7%","11.000%" "5","模板","7.2%","9.7%","2.4%","7%","11.000%" "6","钻孔灌浆及锚固","7.2%","11.9%","2.9%","7%","11.000%" "7","绿化","6.2%","8.8%","2.7%","7%","11.000%" "8","其它","6.2%","8.8%","2.7%","7%","11.000%" "9","不取费(不含价差)",,

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"第1页共1页",,

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