{"text_format":"3","workbook":"xls","n_sheets":1,"sheets":["【21-1表】表A.0.3-1 分项工程费计算数据表"],"not_rendered":{"external_links":1},"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"【21-1表】表A.0.3-1 分项工程费计算数据表","index":0,"n_rows":102,"n_cols":13,"rows_kept":102,"merged":[[1,1,1,12],[2,1,2,12],[3,1,4,2],[3,3,3,7],[3,8,3,9],[5,3,5,4],[5,5,5,7],[5,11,5,12],[6,6,6,7],[6,11,6,12],[7,6,7,7],[7,11,7,12],[8,6,8,7],[8,11,8,12],[9,6,9,7],[9,11,9,12],[10,6,10,7],[10,11,10,12],[11,6,11,7],[11,11,11,12],[12,6,12,7],[12,11,12,12],[13,6,13,7],[13,11,13,12],[14,6,14,7],[14,11,14,12],[15,6,15,7],[15,11,15,12],[16,6,16,7],[16,11,16,12],[17,6,17,7],[17,11,17,12],[18,6,18,7],[18,11,18,12],[19,6,19,7],[19,11,19,12],[20,6,20,7],[20,11,20,12],[21,6,21,7],[21,11,21,12],[22,6,22,7],[22,11,22,12],[23,6,23,7],[23,11,23,12],[24,6,24,7],[24,11,24,12],[25,6,25,7],[25,11,25,12],[26,6,26,7],[26,11,26,12],[27,6,27,7],[27,11,27,12],[28,1,28,6],[28,7,28,12],[31,1,31,12],[32,1,32,12],[33,1,34,2],[33,3,33,7],[33,8,33,9],[35,3,35,4],[35,5,35,7],[35,11,35,12],[36,6,36,7],[36,11,36,12],[37,6,37,7],[37,11,37,12],[38,6,38,7],[38,11,38,12],[39,6,39,7],[39,11,39,12],[40,6,40,7],[40,11,40,12],[41,6,41,7],[41,11,41,12],[42,6,42,7],[42,11,42,12],[43,6,43,7],[43,11,43,12],[44,6,44,7],[44,11,44,12],[45,6,45,7],[45,11,45,12],[46,6,46,7],[46,11,46,12],[47,6,47,7],[47,11,47,12],[48,6,48,7],[48,11,48,12],[49,6,49,7],[49,11,49,12],[50,6,50,7],[50,11,50,12],[51,6,51,7],[51,11,51,12],[52,6,52,7],[52,11,52,12],[53,6,53,7],[53,11,53,12],[54,6,54,7],[54,11,54,12],[55,6,55,7],[55,11,55,12],[56,6,56,7],[56,11,56,12],[57,1,57,6],[57,7,57,12],[60,1,60,12],[61,1,61,12],[62,1,63,2],[62,3,62,7],[62,8,62,9],[64,3,64,4],[64,5,64,7],[64,11,64,12],[65,6,65,7],[65,11,65,12],[66,6,66,7],[66,11,66,12],[67,6,67,7],[67,11,67,12],[68,6,68,7],[68,11,68,12],[69,6,69,7],[69,11,69,12],[70,6,70,7],[70,11,70,12],[71,6,71,7],[71,11,71,12],[72,6,72,7],[72,11,72,12],[73,6,73,7],[73,11,73,12],[74,6,74,7],[74,11,74,12],[75,6,75,7],[75,11,75,12],[76,6,76,7],[76,11,76,12],[77,6,77,7],[77,11,77,12],[78,6,78,7],[78,11,78,12],[79,6,79,7],[79,11,79,12],[80,6,80,7],[80,11,80,12],[81,6,81,7],[81,11,81,12],[82,6,82,7],[82,11,82,12],[83,1,83,6],[83,7,83,12],[86,1,86,12],[87,1,87,12],[88,1,89,2],[88,3,88,7],[88,8,88,9],[90,3,90,4],[90,5,90,7],[90,11,90,12],[91,6,91,7],[91,11,91,12],[92,6,92,7],[92,11,92,12],[93,6,93,7],[93,11,93,12],[94,6,94,7],[94,11,94,12],[95,6,95,7],[95,11,95,12],[96,6,96,7],[96,11,96,12],[97,6,97,7],[97,11,97,12],[98,6,98,7],[98,11,98,12],[99,6,99,7],[99,11,99,12],[100,6,100,7],[100,11,100,12],[101,1,101,6],[101,7,101,12]],"flags":["formulas_cached_only"]}
[]
[null,"表A.0.3-1 分项工程费计算数据表"]
[null,"建设项目名称：遂宁市安居区琼江流域农村公路及桥梁整治建设项目中标清单底稿-主线与老鹰岩劳务挂网清单"]
[null,"编制范围：CN23圆墩子桥至G318段劳务清单（扣除甲供材及自购材后）",null,"标准定额库版本号：",{"$nulls":4},"校验码：",null,"第 1 页","共 4 页","21-1表"]
[]
[null,"分项编号/定额\n代号/工料机代号","项目、定额或工料机的名称","单位",null,"数量",null,null,"输入单价","输入金额","分项组价类型\n或定额子目取费类别","定额调整情况或分项算式"]
[null,"1","第一部分建筑工程",{"$nulls":6},"325875.78"]
[null,null,"K0+000～K3+563.000",{"$nulls":6},"325875.78"]
[null,null,"第100章总则",{"$nulls":6},"20914.51"]
[null,"1.1.1001","按合同条款规定，提供建筑工程一切险","总额",null,"1"]
[null,"1.1.2001","按合同条款规定，提供第三者责任险","总额",null,"1"]
[null,"1.1.3001","竣工文件","总额",null,"1"]
[null,"1.1.4001","施工环保费","总额",null,"1",null,null,"3675.53","3675.53"]
[null,"1.1.5001","安全生产费","总额",null,"1",null,null,"17238.98","17238.98"]
[null,"1.1.6001","承包人驻地建设","总额",null,"1"]
[null,null,"第200章路基",{"$nulls":6},"230400.11"]
[null,"1.1.7001","挖除非适用材料（不含淤泥、岩盐、冻土）","m3",null,"115",null,null,"28.38","3263.7"]
[null,"1-1-9-5","斗容量1.0m3以内挖掘机挖装普通土","1000m3天然密实方",null,"0.115",null,null,"2864.26","329.39","01.土方"]
[null,"1-1-12-6","功率90kW以内推土机推普通土第一个20m","1000m3天然密实方",null,"0.115",null,null,"2681.48","308.37","01.土方"]
[null,"1-1-11-5换","装载质量10t以内自卸汽车运土15km","1000m3天然密实方",null,"0.115",null,null,"22836.43","2626.19","03.运输","实际运距(km): 15km;"]
[null,"1.1.8001","挖淤泥","m3",null,"35.8",null,null,"34.38","1230.8"]
[null,"1-1-2-5","挖掘机挖装淤泥、流沙","1000m3",null,"0.0358",null,null,"6751.4","241.7","01.土方"]
[null,"1-1-11-5换","装载质量10t以内自卸汽车运土15km","1000m3天然密实方",null,"0.0358",null,null,"27632.4","989.24","03.运输","实际运距(km): 15km;定额*1.1;人*1.1;材*1.1;机*1.1;"]
[null,"1.1.9001","砂砾垫层","m3",null,"115",null,null,"8.4","966"]
[null,"1-2-12-2","砂砾地基垫层","1000m3",null,"0.115",null,null,"8398.78","965.86","04.路面"]
[null,"1.1.10001","M7.5浆砌卵石","m3",null,"1267.3",null,null,"106.59","135081.51"]
[null,"1-3-3-2换","浆砌块石边沟、排水沟","10m3实体",null,"126.73",null,null,"1065.86","135076.06","08.构造物Ⅲ(一般)","M7.5水泥砂浆 换 [1509002];M10水泥砂浆 换 [1509003];[5505025] 换 [5505008];"]
[]
[null,"编制： ",{"$nulls":5},"复核："]
[]
[]
[null,"表A.0.3-1 分项工程费计算数据表"]
[null,"建设项目名称：遂宁市安居区琼江流域农村公路及桥梁整治建设项目中标清单底稿-主线与老鹰岩劳务挂网清单"]
[null,"编制范围：CN23圆墩子桥至G318段劳务清单（扣除甲供材及自购材后）",null,"标准定额库版本号：",{"$nulls":4},"校验码：",null,"第 2 页","共 4 页","21-1表"]
[]
[null,"分项编号/定额\n代号/工料机代号","项目、定额或工料机的名称","单位",null,"数量",null,null,"输入单价","输入金额","分项组价类型\n或定额子目取费类别","定额调整情况或分项算式"]
[null,"1.1.11001","C25预制安装混凝土盖板","m3",null,"151.525",null,null,"225","34093.13"]
[null,"1-3-4-9换","预制混凝土水沟盖板(矩形)","10m3",null,"15.1525",null,null,"2250.01","34093.28","08.构造物Ⅲ(一般)","普C20-32.5-2 换 [1511008];"]
[null,"1.1.12001","过路边沟保通（含包封路面恢复）","m",null,"72.7",null,null,"12.77","928.38"]
[null,"2-1-1-15","路面垫层机械铺碎石(压实厚度15cm)","1000m2",null,"0.0436",null,null,"2610.32","113.81","04.路面"]
[null,"2-2-17-3换","摊铺机铺筑混凝土路面厚度20cm(轨道式)","1000m2路面",null,"0.0436",null,null,"18680.73","814.48","08.构造物Ⅲ(一般)","普C30-32.5-4 换 [1511009];"]
[null,"1.1.13001","更换既有混凝土雨篦子(三防球墨铸铁雨篦子)","套",null,"224",null,null,"97.47","21833.28"]
[null,"1-3-4-12换","水沟盖板安装","10m3",null,"22.4",null,null,"974.7","21833.29","08.构造物Ⅲ(一般)","M10水泥砂浆 换 [1509003];增:[6025678];[6025678] 量 7.0;[6025678] 换 [6025678001]三防球墨铸铁雨篦子;"]
[null,"1.1.14001","隔油池","套",null,"7",null,null,"243.52","1704.64"]
[null,"1-3-6-4换","砖砌井身(雨水井、检查井)","10m3",null,"0.504",null,null,"2796.59","1409.48","06.构造物Ⅰ","普C20-32.5-2 换 [1511007];M7.5水泥砂浆 换 [1509002];1:2水泥砂浆 换 [1509006];"]
[null,"1-2-12-4","碎石地基垫层","1000m3",null,"0.0014",null,null,"14714.29","20.6","04.路面"]
[null,"4-11-5-6换","基础混凝土垫层","10m3实体",null,"0.1407",null,null,"868.66","122.22","07.构造物Ⅱ","普C10-32.5-4 换 [1511007];"]
[null,"1-3-4-9换","预制混凝土水沟盖板(矩形)","10m3",null,"0.07",null,null,"2175.86","152.31","06.构造物Ⅰ","普C20-32.5-2 换 [1511007];"]
[null,"1.1.15001","三级沉淀池","套",null,"7",null,null,"1318.53","9229.71"]
[null,"1-3-6-4换","砖砌井身(雨水井、检查井)","10m3",null,"2.8829",null,null,"2796.59","8062.28","06.构造物Ⅰ","普C20-32.5-2 换 [1511007];M7.5水泥砂浆 换 [1509002];1:2水泥砂浆 换 [1509006];"]
[null,"1-2-12-4","碎石地基垫层","1000m3",null,"0.0044",null,null,"14718.18","64.76","04.路面"]
[null,"4-11-5-6换","基础混凝土垫层","10m3实体",null,"0.6171",null,null,"868.66","536.05","07.构造物Ⅱ","普C10-32.5-4 换 [1511007];"]
[null,"1-3-4-9换","预制混凝土水沟盖板(矩形)","10m3",null,"0.2604",null,null,"2175.84","566.59","06.构造物Ⅰ","普C20-32.5-2 换 [1511007];"]
[null,"1.1.16001","新建UPVC管连接新建涵洞与沉淀池","m",null,"7",null,null,"52.15","365.05"]
[null,"4-11-7-15换","管径φ160mmPVC塑料排水管","10m",null,"0.7",null,null,"521.5","365.05","07.构造物Ⅱ","[5001015] 换 [5001015001]PVC塑料管(Φ300mm);"]
[null,"1.1.17001","C30混凝土混凝土挡土墙","m3",null,"83.731",null,null,"259.21","21703.91"]
[]
[null,"编制： ",{"$nulls":5},"复核："]
[]
[]
[null,"表A.0.3-1 分项工程费计算数据表"]
[null,"建设项目名称：遂宁市安居区琼江流域农村公路及桥梁整治建设项目中标清单底稿-主线与老鹰岩劳务挂网清单"]
[null,"编制范围：CN23圆墩子桥至G318段劳务清单（扣除甲供材及自购材后）",null,"标准定额库版本号：",{"$nulls":4},"校验码：",null,"第 3 页","共 4 页","21-1表"]
[]
[null,"分项编号/定额\n代号/工料机代号","项目、定额或工料机的名称","单位",null,"数量",null,null,"输入单价","输入金额","分项组价类型\n或定额子目取费类别","定额调整情况或分项算式"]
[null,"1-4-25-1换","现浇墙身混凝土(钢筋混凝土扶壁式、悬臂式挡土墙)","10m3",null,"8.3731",null,null,"2592.1","21703.92","08.构造物Ⅲ(一般)","普C20-32.5-4 换 [1511009];"]
[null,null,"第300章路面",{"$nulls":6},"74561.16"]
[null,"1.1.18001","厚150mm碎石垫层","m2",null,"390.5",null,null,"3.49","1362.85"]
[null,"2-2-2-8换","机械摊铺级配碎石基层(拖拉机带铧犁拌和，压实厚度15cm)","1000m2",null,"0.3905",null,null,"3485.97","1361.27","04.路面","实际厚度(cm): 15cm;"]
[null,"1.1.19001","厚180mm水泥稳定土底基层","m2",null,"379.9",null,null,"10.07","3825.59"]
[null,"2-1-7-5换","厂拌水泥碎石稳定土基层(水泥剂量5%，压实厚度18cm)","1000m2",null,"0.3799",null,null,"4550.12","1728.59","08.构造物Ⅲ(一般)","实际厚度(cm): 18cm;[1507004] 换 [1515001];[1515001] 换 [1515001002]水泥碎石稳定土;删:[5509001];删:[5505016];删:[8003011];删:[3005004];"]
[null,"2-1-8-3换","装载质量10t以内自卸汽车运厂拌基层稳定土混合料15km","1000m3",null,"0.0684",null,null,"19334.21","1322.46","03.运输","实际运距(km): 15km;"]
[null,"2-1-9-4","功率120kW以内平地机铺筑底基层","1000m2",null,"0.3799",null,null,"2036.04","773.49","04.路面"]
[null,"1.1.20001","厚180mm水泥稳定土基层","m2",null,"372.8",null,null,"10.07","3754.1"]
[null,"2-1-7-5换","厂拌水泥碎石稳定土基层(水泥剂量5%，压实厚度18cm)","1000m2",null,"0.3728",null,null,"4550.13","1696.29","08.构造物Ⅲ(一般)","实际厚度(cm): 18cm;[1507004] 换 [1515001];[1515001] 换 [1507004];[1507004] 换 [1515001];[1515001] 换 [1515001001]水泥碎石稳定土;删:[5509001];删:[5505016];删:[3005004];删:[8003011];"]
[null,"2-1-8-3换","装载质量10t以内自卸汽车运厂拌基层稳定土混合料15km","1000m3",null,"0.0671",null,null,"19334.28","1297.33","03.运输","实际运距(km): 15km;"]
[null,"2-1-9-4","功率120kW以内平地机铺筑底基层","1000m2",null,"0.3728",null,null,"2036.02","759.03","04.路面"]
[null,"1.1.27001","C30混凝土预制块路缘石","m3",null,"14.252",null,null,"318.02","4532.42"]
[null,"2-3-3-4换","预制混凝土预制块路缘石","10m3",null,"1.4252",null,null,"3180.24","4532.48","08.构造物Ⅲ(一般)","普C25-32.5-4 换 [1511009];"]
[null,"1.1.28001","SBS防裂贴","m2",null,"1361.5",null,null,"5.56","7569.94"]
[null,"3-1-11-4","土工布","100m2",null,"13.615",null,null,"556.15","7572.02","05.隧道"]
[null,"1.1.29001","既有路平石拉毛20cm宽","m",null,"7126",null,null,"7.51","53516.26"]
[]
[null,"编制： ",{"$nulls":5},"复核："]
[]
[]
[null,"表A.0.3-1 分项工程费计算数据表"]
[null,"建设项目名称：遂宁市安居区琼江流域农村公路及桥梁整治建设项目中标清单底稿-主线与老鹰岩劳务挂网清单"]
[null,"编制范围：CN23圆墩子桥至G318段劳务清单（扣除甲供材及自购材后）",null,"标准定额库版本号：",{"$nulls":4},"校验码：",null,"第 4 页","共 4 页","21-1表"]
[]
[null,"分项编号/定额\n代号/工料机代号","项目、定额或工料机的名称","单位",null,"数量",null,null,"输入单价","输入金额","分项组价类型\n或定额子目取费类别","定额调整情况或分项算式"]
[null,"借[川养预]4-4-1-6","混凝土表面机械凿毛","100m2",null,"14.252",null,null,"3752.67","53483.01","06-1.构造物Ⅰ(绿化)"]
[null,"9","已包含在清单合计中的材料、工程设备、专业工程暂估价合计"]
[null,"10","清单合计减去材料、工程设备、专业工程暂估价合计",{"$nulls":6},"325875.78"]
[null,"11","计日工合计"]
[null,"11.1","劳务"]
[null,"11.2","材料"]
[null,"11.3","施工机械"]
[null,"12","暂列金额（不含计日工总额）"]
[null,"13","投标报价",{"$nulls":6},"325875.78"]
[]
[null,"编制： ",{"$nulls":5},"复核："]