{"text_format":"3","workbook":"xlsx","n_sheets":1,"sheets":["工程量清单"],"read":"whole","date_system":"1900"}

{"sheet":"工程量清单","index":0,"n_rows":54,"n_cols":9,"rows_kept":54,"merged":[[0,0,0,8],[1,0,1,3],[1,4,1,6],[1,7,1,8],[50,0,50,8],[51,0,51,5],[52,0,52,5],[53,0,53,5]]}
["工程量清单"]
["工程名称：固原市海绵城市建设公园广场-古城墙遗址公园二期、三期施工项目二期园建劳务施工承包"]
["序号","项目名称","项目特征","工作内容","单位","工程数量","全费用综合单价（元）","合计（元）","备注"]
["一","铺装工程",null,"","",null,"",null,""]
[1,"人工配合机械挖土方","1.土壤类别：二、三类土\n2.挖土深度：3米以内\n3.综合运距：1km,土方就场地内用于回填消化，\n4.须按照施工图设计要求标高进行\n5.按符合图纸要求的合格施工内容，以图示开挖面积乘以挖土深度以天然密实体积计量","放线、开挖、运输、将土方倾倒至甲方指定的场内需回填范围内、路床整平","m3",24886.37,null,null,"含机械费"]
[2,"挖方外弃","1.土壤类别：三类土\n2.挖土深度：3米以内\n3.外弃渣土，运距自行考虑，含消纳\n4.按外弃土方开挖前的天然密实体积计量","放线、开挖、装车、外运、消纳、路床整平","m3",{"v":3000,"d":"3000.00"},null,null,"含机械费"]
[3,"路基处理-路床回填","1.450mm厚3：7灰土\n2.分层回填，分层碾压\n3.综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示尺寸以压实后体积计量","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、养生、清理余土等，","m3",20916.02,null,null,"含机械费  材料甲供"]
[4,"混凝土基础","1.C20混凝土基础\n2.商品混凝土（非泵）\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"v":6972,"d":"6972.00"},null,null,"含机械费  材料甲供"]
[5,"混凝土基础模板","1.混凝土基础模板\n2.复合模板\n3.按符合图纸要求的合格施工内容，以混凝土接触面积计量","模板制作、安装、刷油、拆除、整理、堆放、场内外近距离运输","m2",{"v":4500,"d":"4500.00"},null,null,"包工包料"]
[6,"面层铺设","1.240*120*60mm深灰色水泥砖错缝铺设\n2.30厚1:3干硬性水泥砂浆粘结层，上撒素水泥           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,材料倒运,砂浆拌合运输,面层材料切割、铺装，清扫","m2",24627.28,null,null,"材料甲供"]
[7,"面层铺设","1.40mm厚100*400青石板\n2.30厚1:3干硬性水泥砂浆粘结层，上撒素水泥           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,材料倒运,砂浆拌合运输,面层材料切割、铺装，清扫","m2",{"v":1881.8,"d":"1881.80"},null,null,"材料甲供"]
[8,"面层铺设","1.240*120*60mm深色青砖立砌\n2.30厚1:3干硬性水泥砂浆粘结层，上撒素水泥           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,材料倒运,砂浆拌合运输,面层材料切割、铺装，清扫","m2",9440.33,null,null,"材料甲供"]
[9,"面层铺设","1.250*200*80mm绿化井字型嵌草砖\n2.30厚1:3干硬性水泥砂浆粘结层，上撒素水泥           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,材料倒运,砂浆拌合运输,面层材料切割、铺装，清扫","m2",424.48,null,null,"材料甲供"]
[10,"路牙铺设","1.1000*350*100mm预制混凝土道牙\n2.20厚1:2.5水泥砂浆           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以延长米计量","清理基层,材料倒运,砂浆拌合运输,路牙切割、铺装，护肩靠背","m",{"v":148.1,"d":"148.10"},null,null,"材料甲供"]
[11,"面层铺设","1.80mm厚960*600自然面青石板 \n2.30厚1:3干硬性水泥砂浆粘结层，上撒素水泥           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,材料倒运,砂浆拌合运输,面层材料切割、铺装，清扫","m2",2677.16,null,null,"材料甲供"]
[12,"路牙铺设","1.495*150*300mmC25混凝土道牙\n2.20厚1:2.5水泥砂浆           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以延长米计量","清理基层,材料倒运,砂浆拌合运输,路牙切割、铺装，护肩靠背","m",{"v":598,"d":"598.00"},null,null,"材料甲供"]
[13,"面层铺设","1.60mm厚880*400自然面青石板\n2.30厚1:3干硬性水泥砂浆粘结层，上撒素水泥           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,材料倒运,砂浆拌合运输,面层材料切割、铺装，清扫","m2",{"v":936,"d":"936.00"},null,null,"材料甲供"]
[14,"面层铺设","1.60mm厚240*120深色青砖\n2.30厚1:3干硬性水泥砂浆粘结层，上撒素水泥           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,材料倒运,砂浆拌合运输,面层材料切割、铺装，清扫","m2",{"v":1120,"d":"1120.00"},null,null,"材料甲供"]
[15,"面层铺设","1.150mm厚C25混凝土面层\n2.30厚1:3干硬性水泥砂浆粘结层，上撒素水泥           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,材料倒运,砂浆拌合运输,面层材料切割、铺装，清扫","m2",{"v":1330,"d":"1330.00"},null,null,"材料甲供"]
[16,"面层铺设","1.40mm厚400*200自然面青石板 \n2.30厚1:3干硬性水泥砂浆粘结层，上撒素水泥           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,材料倒运,砂浆拌合运输,面层材料切割、铺装，清扫","m2",{"v":420,"d":"420.00"},null,null,"材料甲供"]
[17,"面层铺设","1.150mm厚400*540青石剁斧面\n2.30厚1:3干硬性水泥砂浆粘结层，上撒素水泥           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,材料倒运,砂浆拌合运输,面层材料切割、铺装，清扫","m2",{"v":319,"d":"319.00"},null,null,"材料甲供"]
[18,"面层铺设","1.中黄色盲道砖50mm厚400*400\n2.30厚1:3干硬性水泥砂浆粘结层，上撒素水泥           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,材料倒运,砂浆拌合运输,面层材料切割、铺装，清扫","m2",{"v":220,"d":"220.00"},null,null,"材料甲供"]
[19,"面层铺设","1.浅（深）灰色透水砖50mm厚200*100\n2.30厚1:3干硬性水泥砂浆粘结层，上撒素水泥           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,材料倒运,砂浆拌合运输,面层材料切割、铺装，清扫","m2",{"v":892,"d":"892.00"},null,null,"材料甲供"]
[20,"路牙铺设","1.500*300*150mm生态砂基透水砖路沿石\n2.30厚1:3干硬性水泥砂浆粘结层，上撒素水泥           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,材料倒运,砂浆拌合运输,面层材料切割、铺装，清扫","m",{"v":808,"d":"808.00"},null,null,"材料甲供"]
["二","小品工程"]
[1,"人工配合机械挖沟槽（坑）土方","1.土壤类别：二、三类土\n2.挖土深度：3米以内\n3.综合运距：1km,土方就场地内用于回填消化，\n4.须按照施工图设计要求标高进行\n5.按符合图纸要求的合格施工内容，以图示开挖面积乘以挖土深度以天然密实体积计量","放线、开挖、运输、将土方倾倒至甲方指定的场内需回填范围内、沟槽整平","m3",532.65,null,null,"含机械费"]
[2,"人工配合机械沟槽回填土方","1.土壤来源：场内取土\n2.碾压系数：按施工图要求,\n3.综合运距：1km\n4.回填土方须按照施工图设计标高及要求进行\n5.按符合图纸要求的合格施工内容，以回填的竣工天然密实体积计量","施工场地内取土装车、倒运、分层回填、分层碾压","m3",244.81,null,null,"含机械费"]
[3,"路基处理-路床回填","1.3：7灰土\n2.分层回填，分层碾压\n3.综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示尺寸以压实后体积计量","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、养生、清理余土等，","m3",142.37,null,null,"含机械费  材料甲供"]
[4,"毛石基础","1.石料规格：\n2.混合砂浆砌筑\n3.综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","调运铺砂浆、选料、石料加工、立边修棱、清洗墙面、\u2029运砌石料等","m3",136.23,null,null,"材料甲供"]
[5,"C10\\C20混凝土垫层","1.C10\\C20混凝土基础\n2.商品混凝土\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",27.02,null,null,"含机械费  材料甲供"]
[6,"混凝土基础模板","1.混凝土基础模板\n2.复合模板\n3.按符合图纸要求的合格施工内容，以混凝土接触面积计量","模板制作、安装、刷油、拆除、整理、堆放、场内外近距离运输","m2",{"v":35,"d":"35.00"},null,null,"包工包料"]
[7,"砖砌挡墙","1.KP1型MU10粘土砖砌筑\n2.1：2.5水泥砂浆\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","材料倒运、砂浆拌合、运输、运砌砖、安放预埋件等","m3",46.55,null,null,"材料甲供"]
[8,"钢筋","1.钢筋种类、规格:\n2.按符合图纸要求的合格施工内容，以图示尺寸以吨计量","材料倒运、调直、除锈、下料、弯曲、焊接、绑扎拼装成型、运输入模及浇筑混凝土时维护钢筋用工","t",{"v":1.5,"d":"1.50"},null,null,"材料甲供"]
[9,"梁板柱墙","1.梁板柱墙\n2.商品混凝土（非泵）\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",11.65,null,null,"材料甲供"]
[10,"梁板柱模板","1.梁板柱模板\n2.复合模板\n3.按符合图纸要求的合格施工内容，以混凝土接触面积计量","模板制作、安装、刷油、拆除、整理、堆放、场内外近距离运输","m2",{"v":58,"d":"58.00"},null,null,"包工包料"]
[11,"水泥砂浆抹面","1.抹水泥砂浆保护层/水泥砂浆一道内掺3%防水粉\n2.20mm厚水泥砂浆厚度\n3.按符合图纸要求的合格施工内容，以图示尺寸以面积计量","清理基层、材料运输、抹保护层、养护","m2",96.31,null,null,"材料甲供"]
[12,"青砖砌筑（清水墙）","1.240*120*60mm青砖砌筑\n2.白水泥浆\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量（不含基础部分）","材料倒运、砂浆拌合、运输、运砌砖、砌清水墙、勾缝等","m3",{"v":45,"d":"45.00"},null,null,"材料甲供"]
[13,"石材压顶","1.105mm厚165*600青石\n2.20厚1:2.5水泥砂浆           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,砂浆拌合运输,面层材料倒运粘贴","m2",{"v":6.8,"d":"6.80"},null,null,"材料甲供"]
[14,"石材饰面","1.10mm厚青石贴面\n2.20厚1:2.5水泥砂浆           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,砂浆拌合运输,面层材料倒运粘贴","m2",35.34,null,null,"材料甲供"]
[15,"石材饰面","1.20mm厚青石贴面\n2.20厚1:2.5水泥砂浆           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,砂浆拌合运输,面层材料倒运粘贴","m2",10.22,null,null,"材料甲供"]
[16,"青砖饰面","1.10mm厚青砖贴面\n2.20厚1:2.5水泥砂浆           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,砂浆拌合运输,面层材料倒运粘贴","m2",{"v":23.736,"d":"23.74"},null,null,"材料甲供"]
[17,"石材饰面","1.20mm厚岗岩贴面\n2.20厚1:2.5水泥砂浆           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,砂浆拌合运输,面层材料倒运粘贴","m2",87.38,null,null,"材料甲供"]
[18,"石材饰面","1.225mm厚540*540青石（剁斧面）\n2.20厚1:2.5水泥砂浆           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,砂浆拌合运输,面层材料倒运粘贴","m2",9.89,null,null,"材料甲供"]
[19,"石材压顶","1.100mm厚青石剁斧面\n2.20厚1:2.5水泥砂浆           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,砂浆拌合运输,面层材料倒运粘贴","m2",{"v":35,"d":"35.00"},null,null,"材料甲供"]
[20,"石材饰面","1.50mm厚花岗岩贴面\n2.20厚1:2.5水泥砂浆           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,砂浆拌合运输,面层材料倒运粘贴","m2",{"v":3,"d":"3.00"},null,null,"材料甲供"]
[21,"石材饰面","1.40mm厚花岗岩贴面\n2.20厚1:2.5水泥砂浆           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示面积计量","清理基层,砂浆拌合运输,面层材料倒运粘贴","m2",{"v":25,"d":"25.00"},null,null,"材料甲供"]
["三","其他"]
[1,"技工",null,null,"工日",{"v":200,"d":"200.00"}]
[2,"小工",null,null,"工日",{"v":200,"d":"200.00"}]
[null,"合计",{"$nulls":5},{"$f":"SUM(H5:H49)","v":{"v":0,"d":"0.00"}}]
["1.全费用综合单价：包含但不限于人工费（含人员加班费用）、甲供材下料、清点、卸车、验收、保管、施工、养护、清理施工后现场、垃圾清运、材料二次倒运费用（范围：施工图纸范围内）、机械费及小型机具费用、赶工措施费用、技术服务费（测量放线等）、通讯费、交通费、食宿费、劳保用品费、相关保险费用、企业管理费、利润、措施费、规费、税金及政策性文件规定费用等所有费用。"]
["2、以上工程量均为暂定量，结算以现场实际发生工程量为准。"]
["3、材料损耗按宁夏园林定额损耗考核，超过定额损耗的，由乙方承当损失。"]
["4、以上报价按9%的增值税税金报价，提供9%点税率的增值税专用发票，签订合同时按实际税点调整合同单价。"]