建筑工程公司项目总预算、计划成本分析明细表(带公式).xls
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2024-03-21
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1、12345计计划划成成本本现现场场核核查查程程序序要要求求计划成本分解要求项目部开工进场一个月内完成预算总成本分解，根据工程类别大小在规定时间内完成计划成本分解，请上报分公司（直营部），分公司（直营部）于15日内完成现场计划成本审核。项目需提供资料：项目分包招标启动调研报告业主合同分包合同业主过程进度确权资料成本台账月动态成本报表工程部认可的月形象进度分包分供月结资料（电子版和纸质版）若分期开发，则分期做分解。若无施工图，则需根据当地类似项目进行总预算估算和计划成本预估，待收到施工图后，按第1条要求完成计划成本核定。对于新开项目实行标价分离的项目，可适用标价分离的相关表格，根据项目图纸计算的计2、算工程量和实际的分包分供价格修订而成。项项目目基基本本情情况况信信息息表表序序号号大大项项目目部部工工程程名名称称项项目目经经理理执执行行经经理理商商务务经经理理合合同同号号合合同同生生效效时时间间业业主主全全称称业业主主隶隶属属集集团团公公司司全全称称业业主主性性质质设设计计单单位位全全称称监监理理单单位位全全称称咨咨询询单单位位全全称称项项目目模模式式项项目目类类型型工工程程承承包包范范围围是是否否分分期期开开发发合合同同金金额额（万万元元）其其中中自自施施金金额额（万万元元）工工程程地地点点结结构构类类型型单单位位工工程程数数量量（个个）建建筑筑面面积积（m2m2)层层数数（地地上上/地3、地下下）层层高高（地地上上/地地下下）檐檐高高（米米）合合同同价价款款类类型型合合同同开开工工日日期期实实际际开开工工日日期期合合同同竣竣工工日日期期实实际际竣竣工工日日期期合合同同工工期期(天天)履履约约保保证证金金形形式式履履约约保保证证金金比比例例履履约约保保证证金金返返还还时时间间例例：此此列列不不删删除除与与合合同同名名称称一一致致公公司司商商务务部部台台账账编编号号合合同同签签订订日日期期，即即签签字字盖盖章章完完成成日日期期按按合合同同填填写写全全称称最最终终控控制制集集团团公公司司私私营营、国国营营、中中企企、地地方方政政府府、其其它它自自营营、联联营营、授授权权住住宅宅小小区4、区、城城市市综综合合体体、酒酒店店、写写字字楼楼、工工业业厂厂房房、公公共共建建筑筑、基基础础设设施施、其其他他简简要要填填写写：土土建建、安安装装、装装饰饰、附附属属等等简简要要说说明明分分期期开开发发的的期期数数，楼楼栋栋号号等等合合同同中中的的总总价价框框架架/剪剪力力墙墙/框框架架-剪剪力力墙墙/框框架架-核核心心筒筒等等/钢钢结结构构等等如如：住住宅宅6 6栋栋合合同同建建筑筑面面积积或或已已按按合合同同约约定定规规则则复复核核面面积积固固定定总总价价，可可调调总总价价、单单价价，成成本本加加酬酬金金合合同同约约定定开开工工时时间间以以建建设设单单位位及及监监理理单单位位下下发发开开5、工工令令的的日日期期为为准准合合同同约约定定竣竣工工时时间间四四方方验验收收时时间间填填列列（或或提提交交竣竣工工验验收收报报告告日日期期）、未未经经四四方方验验收收但但业业主主已已经经接接收收的的按按照照正正式式移移交交业业主主的的时时间间填填列列（实实际际占占有有）。在在施施或或停停工工的的项项目目按按照照合合同同约约定定的的竣竣工工日日期期或或按按新新洽洽商商变变更更的的预预计计竣竣工工日日期期填填列列保保证证金金，保保函函XXXX项项目目预预付付款款金金额额付付款款条条件件结结算算条条件件付付款款比比例例质质量量保保证证金金比比例例质质量量保保证证金金返返还还时时间间担担保保或或承承诺6、诺事事项项合合同同预预计计总总收收入入（万万元元）核核定定目目标标总总收收入入（万万元元）收收入入调调整整1 1（调调整整时时间间）（万万元元）收收入入调调整整2 2（调调整整时时间间）（万万元元）收收入入调调整整3 3（调调整整时时间间）（万万元元）合合同同预预计计总总成成本本（万万元元）核核定定目目标标总总成成本本（万万元元）成成本本调调整整1 1（调调整整时时间间）（万万元元）成成本本调调整整2 2（调调整整时时间间）（万万元元）成成本本调调整整3 3（调调整整时时间间）（万万元元）项项目目预预计计上上缴缴利利润润率率预预计计变变更更后后毛毛利利率率上上缴缴货货币币资资金金率率过过程程兑7、兑现现金金额额（万万元元）质质量量标标准准/创创优优目目标标合合同同价价款款调调整整方方法法计计税税模模式式不不利利条条款款初初次次填填表表日日期期修修改改日日期期备备注注实实际际收收到到的的业业主主拨拨付付的的工工程程预预付付款款金金额额全全额额填填列列月月付付款款、按按其其他他时时点点付付款款、按按工工程程节节点点付付款款、其其他他月月结结算算，阶阶段段结结算算，竣竣工工结结算算，其其他他以以承承诺诺书书或或担担保保形形式式予予以以承承诺诺或或担担保保的的内内容容施施工工图图总总预预算算若若有有代代付付款款的的甲甲指指应应计计入入施施工工图图总总成成本本若若有有代代付付款款的的甲甲指指应应8、计计入入（合合同同预预计计总总收收入入-合合同同预预计计总总成成本本-合合同同预预计计总总税税金金（抵抵扣扣后后）/合合同同预预计计总总收收入入合合格格/三三峡峡杯杯/鲁鲁班班奖奖/国国优优等等/市市级级安安全全文文明明工工地地合合同同约约定定调调价价方方式式一一般般计计税税、简简易易计计税税项项目目基基本本情情况况信信息息表表XXXX省省域域XXXX项项目目计计划划成成本本编编制制书书项项目目商商务务经经理理 ：项项目目指指挥挥长长 ：项项目目经经理理：编制时间：1234计计划划成成本本编编制制说说明明本成本策划书依据概算/图算工程量、XX地区人工价格、材料价格进行编制。本项目木枋九夹板一次9、配料按20000平方米进行编制，木枋周转次数按10次，模板周转次数按5次进行编制，完工回收率按10%考虑。本工程工期约XX天。计划施工期为20XX年11月至20XX年4月。本项目有/无分期开发（若有分期开发，则分期进行分解，用总表进行汇总即可）。表1建建筑筑公公司司项项目目基基本本情情况况表表项项目目名名称称：重重庆庆XXXX工工程程1业主单位XX房地产公司2合同额（万元）3自行施工部分合同额（万元）4承包范围5建筑面积（万平米）19.546承包面积（万平米）19.547结构形式8层数（地上/地下）9檐高（米）10业态11基础形式12所在省域及城市13合同工期14合同开工时间15合同竣工时间110、6实际开工日期17实际累计完成产值（万元）18业主累计已确认完成产值（万元）19实际累计已收工程款/比列20合同规定工程款回收时间/比例21累计向公司贷款（万元）22累计使用商票（万元）14质量标准山峡杯/合格15安全标准重庆市安全文明工地，合格/优秀16施工做法-基坑支护无18施工做法-墙体地下室多孔砖，地下外墙为加气砖，户内为页岩空心砖，卫生间、管井、电梯井为实心砖，19施工做法-主体结构框架剪力墙结构20施工做法-装修户内墙面抹灰及腻子，地面水泥砂浆找平，公共区域仅抹灰，楼梯间水泥砂浆地坪+乳胶漆墙面天棚21施工做法-屋面40厚刚性层+3mm厚SBS+1.5mm水泥基防水+平均100mm11、厚陶粒找坡22施工做法-其他户内卫生间防水为1.5厚水泥基，地下室金刚砂楼地面+防水腻子墙面及天棚23综合说明（合同规定结算方式、执行定额、取费标准等说明）合同价类型：按实结算/总价包干计价依据：定额计价/清单计价工程取费类别：住宅一类工程/商铺二类工程/三类工程材料调差：钢筋、砼按实调价/施工期间信息价/业主核价人工调差：按重庆市信息价第6期/不调价甲供材：钢筋/外墙面砖（需注明结算价和成本分析中是否已扣除相关金额）项目经理：商务经理：成本员：建筑面积指标表序号业态建筑面积（m2）檐高（m)总高度（m)业态楼层 层数一A区住宅66000（一）地下车库22000010.2-2F2（二）商铺（底12、商）22000（三）塔楼22000二B区公寓66000（一）地下车库22000010.2-2F2（二）商铺（底商）22000（三）塔楼22000三C区LOFT66000（一）地下车库22000010.2-2F2（二）商铺（底商）22000（三）塔楼22000四D区酒店66000（一）地下车库22000010.2-2F2（二）商铺（底商）22000（三）塔楼22000五G区购物中心66000（一）地下车库22000010.2-2F2（二）购物中心22000（三）甲写22000总建筑面积330000地下110000地上220000地上其中：商业110000 月 塔楼110000累计已完成建筑面积（13、一次结构）0地下室商业塔楼层高(m)备注负二层：4.8/负一层：5.4若有转换层，请单独注明转换层的面积，也可单独列项统计负二层：4.8/负一层：5.4若有转换层，请单独注明转换层的面积，也可单独列项统计负二层：4.8/负一层：5.4若有转换层，请单独注明转换层的面积，也可单独列项统计负二层：4.8/负一层：5.4若有转换层，请单独注明转换层的面积，也可单独列项统计负二层：4.8/负一层：5.4若有转换层，请单独注明转换层的面积，也可单独列项统计中中国国建建筑筑二二局局西西南南分分公公司司项项目目预预算算、计计划划成成本本汇汇总总分分析析表表工工程程项项目目名名称称：XXXX项项目目单单位位：14、万万元元序序号号项项目目预预算算收收入入计计划划成成本本（成成本本预预估估测测算算）预预算算税税金金平平米米指指标标所所占占比比重重成成本本税税金金平平米米指指标标所所占占比比重重编编号号（1 1）（2 2）（3 3）（1 1）（2 2）（3 3）一一预预算算/产产值值/成成本本19719.221834.721009.0617124.191834.72876.27二二工工程程直直接接费费15332.811925.88784.6077.76%13317.42681.4777.77%1人人工工费费2679.64241.17137.1213.59%3069.20337.61157.0517.92%215、材材料料费费12022.791082.05615.2260.97%10220.501328.67523.0059.68%3机机械械费费630.38602.6632.263.20%27.720.831.420.16%三三专专业业分分包包工工程程费费8.660.780.440.04%373.7933.6419.132.18%四四组组织织措措施施费费2999.39269.95153.4815.21%1300.50122.3666.557.59%五五间间接接费费516.1946.4626.412.62%1917.540.0098.1211.20%六六管管理理费费/上上交交货货币币/0.00/七七其其他16、他收收入入/支支出出0.000.00214.9411.00八八抵抵扣扣税税金金/税税金金/11.61/九九利利润润额额2595.03十十利利润润率率12.04%备备注注甲甲供供材材料料-甲甲指指分分包包-项目经理：商务经理：成本员：XXXX项项目目土土建建工工程程量量清清单单计计价价表表项目名称XX项目说明：基础工程属于一次结构，但指标分析时，需另列项目分析序号清单编码项目名称单位总总预预算算工工程程量量综综合合单单价价合合价价业业主主综综合合单单价价组组成成备注分分部部分分项项分分类类总总预预算算分分解解总工程量不含增值税含增值税不含增值税含增值税人工费主材费辅材费机械费企业管理费利润规费增17、值税发票税额人工费合计主材费合计辅材费合计机械费合计企业管理费利润规费专业分包措施费增值税发票税额6%2%1%9%12=6+76+8+9+10+11+123=6+76+8+9+10+11+12+134=1*25=1*3678910=(6+7+8+9)*费率11=(6+7+8+9)*费率12=(6+7+8+9)*费率13=(6+7+8+9+10+11+12)*费率678910111213141511256151617181920212223242526一一基基础础工工程程1,600.001,600.00674928.00674928.00735671.52735671.521.10101010018、1001平整场地m210,000.0059.9565.35599500.00653455.0050.002.001.002.003.301.100.555.40基础工程500000.0020000.0010000.0020000.0033000.0011000.005500.000.000.0053955.001.2010101001002平基土石方m3700.00100.28109.3170196.0076513.641.001.001.0089.005.521.840.929.03专业分包0.000.000.000.002807.840.000.0067388.160.006317.64119、.3010102001001平基石方（炮机凿打）m3100.004.364.75436.00475.241.001.001.001.000.240.080.040.39专业分包0.000.000.000.0017.440.000.00418.560.0039.241.4010102001002平基石方（机械切割）m3100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.00桩桩基基础础土土石石方方500.00500.00专业分包0.000.000.000.000.000.000.000.020、00.001.5010302004001人工挖孔桩 深度10m内（含10m）m3100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.001.6010302004002人工挖孔桩 深度10m-20m（含20m）m3100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.001.7010302004003人工挖孔桩 深度20m以上m3100.000.000.000.000.000.000.21、000.000.00专业分包0.000.000.000.000.000.000.000.000.000.001.8010302B01001旋挖（回旋）成孔灌注桩（设计孔径0.9米以下（含0.9米）m3100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.001.9010302B01002旋挖（回旋）成孔灌注桩（设计孔径1米以上（含1米）m3100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.22、000.001.10010302B01003钢管桩(钻孔灌注桩钢护筒)t100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.001.11010515010001旋挖（回旋）桩超声波检测管m100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.001.12010302B01004旋挖（回旋）扩大端成型个100.000.000.000.000.000.000.000.000.00专业分包23、0.000.000.000.000.000.000.000.000.000.001.13011707B12001旋挖（回旋）桩的检验试验费m100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.00基基础础土土石石方方500.00500.00专业分包0.000.000.000.000.000.000.000.000.001.14010101003001挖沟槽土石方m3100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.0024、0.000.000.000.000.001.15010101004001挖基坑土石方m3100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.001.16010101004002挖独立柱基基坑土石方m3100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.001.17010101003002挖独立柱基基础的基槽土石方m3100.000.000.000.000.000.000.000.025、00.00专业分包0.000.000.000.000.000.000.000.000.000.001.18010101003003挖生化池土石方（仅适用于生化池工程）m3100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.001.19010103001001房心回填m3100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.001.20010103001002挡土墙墙背回填m3100.26、000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.001.21010103002001场外借土、余方弃置（本标段范围外边界至本项目红线范围内）m3100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.001.22010103002002场外借土、余方弃置（本标段范围外边界至本项目红线范围外）m3100.000.000.000.000.000.000.000.000.00专业分包0.000.27、000.000.000.000.000.000.000.000.00基基础础砼砼1,500.001,500.00基础工程0.000.000.000.000.000.000.000.000.00桩桩砼砼900.00900.00专业分包0.000.000.000.000.000.000.000.000.001.23010302B02001旋挖（回旋）成孔灌注桩 桩芯 C30m3100.000.000.000.000.000.000.000.000.00混凝土充盈系数应根据地质情况进行调整。暂按5%专业分包0.000.000.000.000.000.000.000.000.000.00其其它它基基础28、础砼砼600.00600.00基础工程0.000.000.000.000.000.000.000.000.001.24010501005001桩承台基础 C30m3100.004.364.75436.00475.241.001.001.001.000.240.080.040.39基础工程100.00100.00100.00100.0024.008.004.000.000.0039.241.25010503001001基础梁 C30m3100.004.364.75436.00475.241.001.001.001.000.240.080.040.39基础工程100.00100.00100.00129、00.0024.008.004.000.000.0039.241.27010501003002独立基础 C30m3100.004.364.75436.00475.241.001.001.001.000.240.080.040.39基础工程100.00100.00100.00100.0024.008.004.000.000.0039.241.28010501002001条形（带形）基础 C30m3100.004.364.75436.00475.241.001.001.001.000.240.080.040.39基础工程100.00100.00100.00100.0024.008.004.000.30、000.0039.241.30010501004002满堂(筏板)基础 C30m3100.004.364.75436.00475.241.001.001.001.000.240.080.040.39基础工程100.00100.00100.00100.0024.008.004.000.000.0039.241.31010501001001基础垫层 C10C20（商品混凝土）m3100.004.364.75436.00475.241.001.001.001.000.240.080.040.39基础工程100.00100.00100.00100.0024.008.004.000.000.0039.231、4基基础础钢钢筋筋900.00900.00基础工程0.000.000.000.000.000.000.000.000.00桩桩钢钢筋筋400.00400.00专业分包0.000.000.000.000.000.000.000.000.001.32010515001001现浇混凝土钢筋（HPB235）t100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.001.33010515001002现浇混凝土钢筋（HPB300）t100.000.000.000.000.000.000.000.00032、.00专业分包0.000.000.000.000.000.000.000.000.000.001.34010515001003现浇混凝土钢筋（HRB335）t100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.001.35010515001004现浇混凝土钢筋（HRB400）t100.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.00其其它它基基础础钢钢筋筋500.00500.00基33、础工程0.000.000.000.000.000.000.000.000.001.32010515001001现浇混凝土钢筋（HPB235）t100.004.364.75436.00475.241.001.001.001.000.240.080.040.39基础工程100.00100.00100.00100.0024.008.004.000.000.0039.241.33010515001002现浇混凝土钢筋（HPB300）t100.004.364.75436.00475.241.001.001.001.000.240.080.040.39基础工程100.00100.00100.00100.034、024.008.004.000.000.0039.241.34010515001003现浇混凝土钢筋（HRB335）t100.004.364.75436.00475.241.001.001.001.000.240.080.040.39基础工程100.00100.00100.00100.0024.008.004.000.000.0039.241.35010515001004现浇混凝土钢筋（HRB400）t100.004.364.75436.00475.241.001.001.001.000.240.080.040.39基础工程100.00100.00100.00100.0024.008.004.35、000.000.0039.241.36010515001005现浇混凝土钢筋（HRB500）t100.004.364.75436.00475.241.001.001.001.000.240.080.040.39基础工程100.00100.00100.00100.0024.008.004.000.000.0039.24二二砌砌体体工工程程6,700.006,700.004380710.004380710.004774973.904774973.90二次结构0.000.000.000.000.000.000.000.000.000.002.1010401001001砖基础m3100.00574.436、3626.1357443.0062612.87270.00250.003.004.0031.6210.545.2751.70标准砖2009553：0.771千匹/m3；32.5水泥：91.35kg/m3；河砂：0.3604t/m3二次结构27000.0025000.00300.00400.003162.001054.00527.000.000.005169.872.2010401003001页岩实心砖墙m3600.00574.43626.13344658.00375677.22270.00250.003.004.0031.6210.545.2751.70标准砖2009553：0.768千匹/m37、3；32.5水泥：66.96kg/m3；河砂：0.3065t/m3；钢筋：2.5kg/m3二次结构162000.00150000.001800.002400.0018972.006324.003162.000.000.0031019.222.3010401009001实心砖柱m3600.00574.43626.13344658.00375677.22270.00250.003.004.0031.6210.545.2751.70标准砖24011553：0.549千匹/m3；32.5水泥：62.217kg/m3；河砂：0.2848t/m3；钢筋：2.5kg/m3二次结构162000.001500038、0.001800.002400.0018972.006324.003162.000.000.0031019.222.4010402001001耐火砖墙m3600.001173.931279.58704358.00767750.22270.00800.003.004.0064.6221.5410.77105.65二次结构162000.00480000.001800.002400.0038772.0012924.006462.000.000.0063392.222.5010401005001页岩空心砖墙m3600.00574.43626.13344658.00375677.22270.00250.39、003.004.0031.6210.545.2751.70页岩空心砖：0.648m3/m3；标准砖2009553：0.216千匹/m3；32.5水泥：44.082kg/m3；河砂：0.2018t/m3；钢筋：2.5kg/m3二次结构162000.00150000.001800.002400.0018972.006324.003162.000.000.0031019.222.6010401005002厚壁页岩空心砖墙m3600.00574.43626.13344658.00375677.22270.00250.003.004.0031.6210.545.2751.70厚壁页岩空心：0.648m340、/m3；标准砖2009553：0.216千匹/m3；32.5水泥：44.082kg/m3；河砂：0.2018t/m3；钢筋：2.5kg/m3二次结构162000.00150000.001800.002400.0018972.006324.003162.000.000.0031019.222.7010401004001页岩多孔砖m3600.00574.43626.13344658.00375677.22270.00250.003.004.0031.6210.545.2751.70页岩多孔砖：0.648m3/m3；标准砖2009553：0.216千匹/m3；32.5水泥：44.082kg/m3；河41、砂：0.2018t/m3；钢筋：2.5kg/m3二次结构162000.00150000.001800.002400.0018972.006324.003162.000.000.0031019.222.8010401005003节能型页岩空心砖墙m3600.00574.43626.13344658.00375677.22270.00250.003.004.0031.6210.545.2751.70自保温厚壁页岩空心砖：0.648m3/m3；标准砖2009553：0.216千匹/m3；32.5水泥：44.082kg/m3；河砂：0.2018t/m3；钢筋：2.5kg/m3二次结构162000.0042、150000.001800.002400.0018972.006324.003162.000.000.0031019.222.9010402001002加气砼砌块墙（实心）m3600.00574.43626.13344658.00375677.22270.00250.003.004.0031.6210.545.2751.70加气砼砌块：0.692m3/m3；标准砖2009553：0.216千匹/m3；32.5水泥：32.643kg/m3；河砂：0.1494t/m3；钢筋：2.5kg/m3二次结构162000.00150000.001800.002400.0018972.006324.0031643、2.000.000.0031019.222.10010402001003蒸压加气混凝土精确砌块自承重墙体m3600.00574.43626.13344658.00375677.22270.00250.003.004.0031.6210.545.2751.70蒸压加气混凝土精确砌块：1.02；32.5水泥：28kg/m3；钢筋：2.5kg/m3二次结构162000.00150000.001800.002400.0018972.006324.003162.000.000.0031019.222.11010402001004蒸压加气混凝土精确砌块自保温贴片m3600.00574.43626.133444、4658.00375677.22270.00250.003.004.0031.6210.545.2751.70蒸压加气混凝土精确砌块：1.02；32.5水泥：28kg/m3；钢筋：2.5kg/m3二次结构162000.00150000.001800.002400.0018972.006324.003162.000.000.0031019.222.12010402B01001零星砌体m3600.00574.43626.13344658.00375677.22270.00250.003.004.0031.6210.545.2751.70标准砖2009553：0.5514千匹/m3；32.5水泥：545、8.869kg/m3；河砂：0.2694t/m3；钢筋：2.5kg/m3二次结构162000.00150000.001800.002400.0018972.006324.003162.000.000.0031019.222.16010514001004机制烟道 型号A-4长*宽 500mm*400mmm300.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.002.18010514001006机制烟道 型号A-6长*宽 600mm*500mmm300.000.000.000.000.000.46、000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.002.19010514001007烟道止回阀个300.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.002.20010514001008烟帽（风帽）个300.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.002.21010402B01002砖砌台阶m2300.00574.447、3626.13172329.00187838.61270.00250.003.004.0031.6210.545.2751.70标准砖24011553：0.119千匹/m2；32.5水泥：15.35kg/m2；河砂：0.070t/m2二次结构81000.0075000.00900.001200.009486.003162.001581.000.000.0015509.61三三混混凝凝土土工工程程70369419.0070369419.0076702666.7176702666.710.000.000.000.000.000.000.000.000.000.00一次结构108,200.00一次结48、构0.000.000.000.000.000.000.000.000.000.003.1010502001001矩形柱、多边形柱（异形柱）、圆形柱 C30m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.2010502001002矩形柱、多边形柱（异形柱）、圆形柱 C35m34,400.00607.13661.77267149、372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.3010502001003矩形柱、多边形柱（异形柱）、圆形柱 C40m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.00450、9016.0024508.000.000.00240423.483.4010502001004矩形柱、多边形柱（异形柱）、圆形柱 C45m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.5010502001005矩形柱、多边形柱（异形柱）、圆形柱 C50m34,400.00607.13661.772671372.0029151、1795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.6010502001006矩形柱、多边形柱（异形柱）、圆形柱 C55m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.002452、508.000.000.00240423.483.7010502001007矩形柱、多边形柱（异形柱）、圆形柱 C60m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.8010502003001薄壁柱 C30m34,400.00607.13661.772671372.002911795.4850.00500.003.00453、.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.9010502003002薄壁柱 C35m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.10010502003054、03薄壁柱 C40m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.11010502003004薄壁柱 C45m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.00132055、0.0017600.00147048.0049016.0024508.000.000.00240423.483.12010502003005薄壁柱 C50m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.13010502003006薄壁柱 C55m34,400.00607.13661.772671372.00291179556、.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.14010502003007薄壁柱 C60m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.0024057、423.483.15010504001001剪力墙 C30m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.16010504001002剪力墙 C35m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构22058、000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.17010504001003剪力墙 C40m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.18010504001004剪力墙 C45m34,400.00607.1366159、.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.19010504001005剪力墙 C50m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.060、024508.000.000.00240423.483.20010504001006剪力墙 C55m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.21010504001007剪力墙 C60m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.42161、1.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.22010505001001矩形梁、异形梁、有梁板、无梁板、平板、悬挑板 C30m34,400.00607.13661.772671372.002911795.4850.00500.003.004.0033.4211.145.5754.64一次结构220000.002200000.0013200.0017600.00147048.0049016.0024508.000.000.00240423.483.262、3010505001002矩形梁、异形梁、有梁板、无梁板、平板、悬挑板 C35m3600.00607.13661.77364278.00397063.0250.00500.003.004.0033.4211.145.5754.64一次结构30000.00300000.001800.002400.0020052.006684.003342.000.000.0032785.023.24010505001003矩形梁、异形梁、有梁板、无梁板、平板、悬挑板 C40m3600.00607.13661.77364278.00397063.0250.00500.003.004.0033.4211.145.563、754.64一次结构30000.00300000.001800.002400.0020052.006684.003342.000.000.0032785.023.25010505001004矩形梁、异形梁、有梁板、无梁板、平板、悬挑板 C45m3600.00607.13661.77364278.00397063.0250.00500.003.004.0033.4211.145.5754.64一次结构30000.00300000.001800.002400.0020052.006684.003342.000.000.0032785.023.26010505001005矩形梁、异形梁、有梁板、无梁64、板、平板、悬挑板 C50m3600.00607.13661.77364278.00397063.0250.00500.003.004.0033.4211.145.5754.64一次结构30000.00300000.001800.002400.0020052.006684.003342.000.000.0032785.023.27010505001006矩形梁、异形梁、有梁板、无梁板、平板、悬挑板 C55m3600.00607.13661.77364278.00397063.0250.00500.003.004.0033.4211.145.5754.64一次结构30000.00300000.0065、1800.002400.0020052.006684.003342.000.000.0032785.023.28010505001007矩形梁、异形梁、有梁板、无梁板、平板、悬挑板 C60m3600.00607.13661.77364278.00397063.0250.00500.003.004.0033.4211.145.5754.64一次结构30000.00300000.001800.002400.0020052.006684.003342.000.000.0032785.023.30010508001002后浇带 C30P8m3600.00607.13661.77364278.0039766、063.0250.00500.003.004.0033.4211.145.5754.64一次结构30000.00300000.001800.002400.0020052.006684.003342.000.000.0032785.023.31010508001003后浇带 C35P8m3600.00607.13661.77364278.00397063.0250.00500.003.004.0033.4211.145.5754.64一次结构30000.00300000.001800.002400.0020052.006684.003342.000.000.0032785.023.320105067、8001004后浇带 C40P8m3600.00607.13661.77364278.00397063.0250.00500.003.004.0033.4211.145.5754.64一次结构30000.00300000.001800.002400.0020052.006684.003342.000.000.0032785.023.33010508001005后浇带 C45P8m3600.00607.13661.77364278.00397063.0250.00500.003.004.0033.4211.145.5754.64一次结构30000.00300000.001800.002400.068、020052.006684.003342.000.000.0032785.023.34010508001006后浇带 C50P8m3600.00607.13661.77364278.00397063.0250.00500.003.004.0033.4211.145.5754.64一次结构30000.00300000.001800.002400.0020052.006684.003342.000.000.0032785.023.35010508001007后浇带 C55P8m3600.00607.13661.77364278.00397063.0250.00500.003.004.0033.4269、11.145.5754.64一次结构30000.00300000.001800.002400.0020052.006684.003342.000.000.0032785.023.36010508001008后浇带 C60P8m3600.00607.13661.77364278.00397063.0250.00500.003.004.0033.4211.145.5754.64一次结构30000.00300000.001800.002400.0020052.006684.003342.000.000.0032785.023.37010506001001直形楼梯、弧形楼梯C30m3600.0060770、.13661.77364278.00397063.0250.00500.003.004.0033.4211.145.5754.64一次结构30000.00300000.001800.002400.0020052.006684.003342.000.000.0032785.023.38010506001002直形楼梯、弧形楼梯C35m3600.00607.13661.77364278.00397063.0250.00500.003.004.0033.4211.145.5754.64一次结构30000.00300000.001800.002400.0020052.006684.003342.00071、.000.0032785.023.39010506001003直形楼梯、弧形楼梯C40m3600.00607.13661.77364278.00397063.0250.00500.003.004.0033.4211.145.5754.64一次结构30000.00300000.001800.002400.0020052.006684.003342.000.000.0032785.023.62010504001008集水坑 底板及顶板、池壁 C25m3600.00607.13661.77364278.00397063.0250.00500.003.004.0033.4211.145.5754.6472、一次结构30000.00300000.001800.002400.0020052.006684.003342.000.000.0032785.023.65010513001001预制混凝土直形楼梯、弧形楼梯 C30m3600.00607.13661.77364278.00397063.0250.00500.003.004.0033.4211.145.5754.64一次结构30000.00300000.001800.002400.0020052.006684.003342.000.000.0032785.023.70010513001006预制混凝土楼板 C30m3600.00607.1366173、.77364278.00397063.0250.00500.003.004.0033.4211.145.5754.64一次结构30000.00300000.001800.002400.0020052.006684.003342.000.000.0032785.023.63010505001008甲基纤维素、杜拉纤维kg600.0030.5233.2718312.0019960.081.0020.003.004.001.680.560.282.75各业主要求不同一次结构600.0012000.001800.002400.001008.00336.00168.000.000.001648.083.74、64010505001009抗渗砼外加剂kg600.0030.5233.2718312.0019960.081.0020.003.004.001.680.560.282.75各业主要求不同一次结构600.0012000.001800.002400.001008.00336.00168.000.000.001648.080.000.000.000.000.000.000.000.000.000.00在以上行插入0.000.000.000.000.000.000.000.000.000.00二次结构7,700.00二次结构0.000.000.000.000.000.000.000.000.000.75、003.40010503004001圈梁 C20m3700.00602.77657.02421939.00459913.5150.00450.003.0050.0033.1811.065.5354.25二次结构35000.00315000.002100.0035000.0023226.007742.003871.000.000.0037974.513.41010503004002圈梁 C25m3700.00602.77657.02421939.00459913.5150.00450.003.0050.0033.1811.065.5354.25二次结构35000.00315000.002100.76、0035000.0023226.007742.003871.000.000.0037974.513.43010502002001构造柱 C20m3700.00602.77657.02421939.00459913.5150.00450.003.0050.0033.1811.065.5354.25二次结构35000.00315000.002100.0035000.0023226.007742.003871.000.000.0037974.513.44010502002002构造柱 C25m3700.00602.77657.02421939.00459913.5150.00450.003.005077、.0033.1811.065.5354.25二次结构35000.00315000.002100.0035000.0023226.007742.003871.000.000.0037974.513.47010503005002过梁 C25m3700.00602.77657.02421939.00459913.5150.00450.003.0050.0033.1811.065.5354.25二次结构35000.00315000.002100.0035000.0023226.007742.003871.000.000.0037974.513.49010507007001其他构件 C20m3700.078、0602.77657.02421939.00459913.5150.00450.003.0050.0033.1811.065.5354.25二次结构35000.00315000.002100.0035000.0023226.007742.003871.000.000.0037974.513.50010507007002其他构件 C25m3700.00602.77657.02421939.00459913.5150.00450.003.0050.0033.1811.065.5354.25二次结构35000.00315000.002100.0035000.0023226.007742.00387179、.000.000.0037974.513.51010507007003其他构件 C30m3700.00602.77657.02421939.00459913.5150.00450.003.0050.0033.1811.065.5354.25二次结构35000.00315000.002100.0035000.0023226.007742.003871.000.000.0037974.513.52010503004004混凝土翻边（混凝土挡水）C20m3700.00602.77657.02421939.00459913.5150.00450.003.0050.0033.1811.065.5354.80、25二次结构35000.00315000.002100.0035000.0023226.007742.003871.000.000.0037974.513.56010512008005地沟盖板 C25m3700.00602.77657.02421939.00459913.5150.00450.003.0050.0033.1811.065.5354.25二次结构35000.00315000.002100.0035000.0023226.007742.003871.000.000.0037974.513.60010507003003地沟 C25m3700.00602.77657.02421939.81、00459913.5150.00450.003.0050.0033.1811.065.5354.25二次结构35000.00315000.002100.0035000.0023226.007742.003871.000.000.0037974.51二次结构0.000.000.000.000.000.000.000.000.000.00在以上行插入二次结构0.000.000.000.000.000.000.000.000.000.00四四钢钢筋筋工工程程77888348.0077888348.0084898299.3284898299.320.000.000.000.000.000.000.0082、0.000.000.00一次结构7,800.00一次结构0.000.000.000.000.000.000.000.000.000.004.1010515001008现浇混凝土钢筋（HPB235）t600.005998.276538.113598962.003922868.58900.004500.003.00100.00330.18110.0655.03539.84一次结构540000.002700000.001800.0060000.00198108.0066036.0033018.000.000.00323906.584.2010515001009现浇混凝土钢筋（HPB300）t600.83、005998.276538.113598962.003922868.58900.004500.003.00100.00330.18110.0655.03539.84一次结构540000.002700000.001800.0060000.00198108.0066036.0033018.000.000.00323906.584.3010515001010现浇混凝土钢筋（HRB335）t-5998.276538.110.000.00900.004500.003.00100.00330.18110.0655.03539.84一次结构0.000.000.000.000.000.000.000.000.84、000.004.4010515001011现浇混凝土钢筋（HRB400）t6,000.005998.276538.1135989620.0039228685.80900.004500.003.00100.00330.18110.0655.03539.84一次结构5400000.0027000000.0018000.00600000.001981080.00660360.00330180.000.000.003239065.804.5010515001012现浇混凝土钢筋（HRB500）t600.005998.276538.113598962.003922868.58900.004500.00385、.00100.00330.18110.0655.03539.84一次结构540000.002700000.001800.0060000.00198108.0066036.0033018.000.000.00323906.58一次结构0.000.000.000.000.000.000.000.000.000.00在以上行插入一次结构0.000.000.000.000.000.000.000.000.000.00二次结构4,600.00二次结构0.000.000.000.000.000.000.000.000.000.004.9010515002002预制钢筋t600.005780.276300.86、493468162.003780296.58900.004200.003.00200.00318.18106.0653.03520.22二次结构540000.002520000.001800.00120000.00190908.0063636.0031818.000.000.00312134.584.1010515001008现浇混凝土钢筋（HPB235）砌体加筋t600.005780.276300.493468162.003780296.58900.004200.003.00200.00318.18106.0653.03520.22二次结构540000.002520000.001800.0087、120000.00190908.0063636.0031818.000.000.00312134.584.1010515001008现浇混凝土钢筋（HPB235）屋面、楼地面刚性层钢筋t600.005780.276300.493468162.003780296.58900.004200.003.00200.00318.18106.0653.03520.22二次结构540000.002520000.001800.00120000.00190908.0063636.0031818.000.000.00312134.584.1010515001008现浇混凝土钢筋（HPB235）t800.0057888、0.276300.494624216.005040395.44900.004200.003.00200.00318.18106.0653.03520.22二次结构720000.003360000.002400.00160000.00254544.0084848.0042424.000.000.00416179.444.2010515001009现浇混凝土钢筋（HPB300）t800.005780.276300.494624216.005040395.44900.004200.003.00200.00318.18106.0653.03520.22二次结构720000.003360000.002489、00.00160000.00254544.0084848.0042424.000.000.00416179.444.10010606008001钢爬梯、简易维护钢制栏杆t600.008941.279745.985364762.005847590.582000.004200.003.002000.00492.18164.0682.03804.71二次结构1200000.002520000.001800.001200000.00295308.0098436.0049218.000.000.00482828.584.11010602003001型钢、劲钢、桁架t600.0010031.271093490、.086018762.006560450.582000.004200.003.003000.00552.18184.0692.03902.81二次结构1200000.002520000.001800.001800000.00331308.00110436.0055218.000.000.00541688.584.12010516B01001植筋 6.510根600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.005891、8.604.13010516B01002植筋 12根600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.604.14010516B01003植筋 14根600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.604.1592、010516B01004植筋 16根600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.604.16010516B01005植筋 18根600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.604.17010516B093、1006植筋 20根600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.604.18010516B01007植筋 22根600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.604.19010516B01008植筋 294、5根600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.604.20010516B01009植筋 28根600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.604.21010516B01010植筋 32及以上根60095、.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.60五五楼楼地地面面工工程程1555212.001555212.001695181.081695181.08二次结构0.000.000.000.000.000.000.000.000.000.005.1010201004001素土夯实m2500.0020.7122.5710355.0011286.9510.002.003.004.001.140.380.19196、.86二次结构5000.001000.001500.002000.00570.00190.0095.000.000.00931.955.2010501001002垫层 C10C20m3500.00607.13661.77303565.00330885.85100.00450.003.004.0033.4211.145.5754.64二次结构50000.00225000.001500.002000.0016710.005570.002785.000.000.0027320.855.3010501001003片石、块石垫层m3500.00171.13186.5385565.0093265.852097、.00130.003.004.009.423.141.5715.40二次结构10000.0065000.001500.002000.004710.001570.00785.000.000.007700.855.4010501001004砂垫层m3500.00171.13186.5385565.0093265.8520.00130.003.004.009.423.141.5715.40河砂：1.614t/m3二次结构10000.0065000.001500.002000.004710.001570.00785.000.000.007700.855.6010501001006碎石垫层（干铺）m3598、00.00171.13186.5385565.0093265.8520.00130.003.004.009.423.141.5715.40碎石：1.668t/m3二次结构10000.0065000.001500.002000.004710.001570.00785.000.000.007700.855.7010103001003水泥陶粒混凝土回填、页岩陶粒混凝土回填（找坡）m3700.00552.63602.37386841.00421656.69100.00400.003.004.0030.4210.145.0749.74二次结构70000.00280000.002100.002800.0099、21294.007098.003549.000.000.0034815.695.8010103001004炉渣回填（矿渣回填、煤渣回填）m3700.00552.63602.37386841.00421656.69100.00400.003.004.0030.4210.145.0749.74二次结构70000.00280000.002100.002800.0021294.007098.003549.000.000.0034815.695.1101110100100315mm厚1：2.5水泥砂浆找平层、保护层m2700.0027.2529.7019075.0020791.7512.006.003.100、004.001.500.500.252.4532.5水泥：8.7719kg/m2；河砂：0.0197t/m2二次结构8400.004200.002100.002800.001050.00350.00175.000.000.001716.755.12011101001004每增减5mm厚1：2.5水泥砂浆找平层、保护层m2700.0027.2529.7019075.0020791.7512.006.003.004.001.500.500.252.45厚度每增减5mm的可调材料耗量调整为：32.5水泥：2.44kg/m2；河砂：0.0066t/m2。二次结构8400.004200.002100.0101、02800.001050.00350.00175.000.000.001716.755.1301110100100515mm厚1：3水泥砂浆找平层、保护层m2700.0027.2529.7019075.0020791.7512.006.003.004.001.500.500.252.4532.5水泥：7.7451kg/m2；河砂：0.0203t/m2二次结构8400.004200.002100.002800.001050.00350.00175.000.000.001716.755.14011101001006每增减5mm厚1：3水泥砂浆找平层、保护层m2700.0027.2529.70190102、75.0020791.7512.006.003.004.001.500.500.252.45厚度每增减5mm的可调材料耗量调整为：32.5水泥：2.1kg/m2；河砂：0.0068t/m2。二次结构8400.004200.002100.002800.001050.00350.00175.000.000.001716.755.1501110100100730mm厚C20混凝土面层（普通楼地面）m2700.0027.2529.7019075.0020791.7512.006.003.004.001.500.500.252.4532.5水泥：16.44kg/m2、河砂：0.0202t/m2、碎石：0103、.0418t/m2二次结构8400.004200.002100.002800.001050.00350.00175.000.000.001716.755.16011101001008每增减5mm厚C20混凝土面层（普通楼地面）m2700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98厚度每增减5mm的可调材料耗量调整为：32.5水泥：1.7372kg/m2；河砂：0.00255t/m2；碎石：0.00695t/m2。二次结构700.001400.002100.002800.00420.00140.0070.000.000.0104、0686.705.27011102003001地面砖（普通楼地面）m2700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.9832.5水泥：14.54kg/m2；河砂：0.034t/m2二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.705.28011106002001地面砖（楼梯）m2700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.9832.5水泥：14.54kg/m2；河砂：0.0105、34t/m2二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.705.29011105001001灰色腻子踢脚m2700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.705.30011105003001地砖踢脚m2700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98106、32.5水泥：14.54kg/m2；河砂：0.034t/m2二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.705.31010903004001金属止水带m700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.705.32010903004002橡胶止水带m700.0010.9011.887630.008316.701.002.003.107、004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.705.33010903004003BW遇水膨胀止水带m700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.705.34011101001013金刚砂耐磨地坪（5kg/m2）m2700.0010.9011.887630.008316.701.0108、02.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.705.36011101001015混凝土地坪切缝、楼地面分隔缝m700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.705.37011101001016楼地面拉毛m2700.0010.9011.887630.008316.701109、.002.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.705.38011101001017楼地面刻痕m2700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.705.39010507001001砼散水 C15m2700.0010.9011.887630.008316.701.002110、.003.004.000.600.200.100.98商品砼：0.075m3/m2二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.705.40010507001002砼坡道 C15m2700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98商品砼：0.1171m3/m2二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.705.41010507003004车库顶板盲沟（挡墙外肓沟）m200111、.0010.9011.882180.002376.201.002.003.004.000.600.200.100.98二次结构200.00400.00600.00800.00120.0040.0020.000.000.00196.205.41010507003004车库顶板盲沟m600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.60六六屋屋面面工工程程60822.0060822.0066295.9866112、295.98二次结构0.000.000.000.000.000.000.000.000.000.006.101090200300140mm厚刚性层 C20m2600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98商品砼：0.048m3/m2；32.5水泥：2.1213kg/m2；碎石：0.0008t/m2二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.606.2010902003002每增减5mm厚刚性层 C20m21,200.0010.9011.881113、3080.0014257.201.002.003.004.000.600.200.100.98厚度每增减5mm的可调材料耗量调整为：商品砼：0.006m3/m2；32.5水泥和碎石不随厚度增减进行调整，按原耗量执行。二次结构1200.002400.003600.004800.00720.00240.00120.000.000.001177.208.170109040010013mm厚SBS改性沥青卷材防水m2600.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.008.8010904002114、0082mm聚合物水泥基防水涂料m2600.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.008.14010904002014无纺聚氨酯纤维布、聚酯无纺布、无纺土工布m2200.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.005.6010501001006碎石垫层（干铺）m3200.0010.9011.882180.002376.201.002.003.004.000.600.200115、.100.98碎石：1.668t/m3二次结构200.00400.00600.00800.00120.0040.0020.000.000.00196.208.15010904002015聚乙烯薄膜m2200.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.008.16010904002016塑料板滤水片（塑料板排水层）m2200.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.009.10116、1100100100160mm厚 B1级难燃型膨胀聚苯板(EPS)保温系统容重：2535kg/m3适用范围：屋面保温m2580.0010.9011.886322.006890.981.002.003.004.000.600.200.100.98二次结构580.001160.001740.002320.00348.00116.0058.000.000.00568.985.7010103001003水泥陶粒混凝土回填、页岩陶粒混凝土回填（找坡）m3600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200117、.001800.002400.00360.00120.0060.000.000.00588.605.1301110100100515mm厚1：3水泥砂浆找平层、保护层m2600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.9832.5水泥：7.7451kg/m2；河砂：0.0203t/m2二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.605.14011101001006每增减5mm厚1：3水泥砂浆找平层、保护层m2600.0010.9011.886540118、.007128.601.002.003.004.000.600.200.100.98厚度每增减5mm的可调材料耗量调整为：32.5水泥：2.1kg/m2；河砂：0.0068t/m2。二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.605.1301110100100515mm厚1：3水泥砂浆找平层、保护层m2600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.9832.5水泥：7.7451kg/m2；河砂：0.0203t/m2二次结构600.001200.0119、01800.002400.00360.00120.0060.000.000.00588.605.14011101001006每增减5mm厚1：3水泥砂浆找平层、保护层m2600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98厚度每增减5mm的可调材料耗量调整为：32.5水泥：2.1kg/m2；河砂：0.0068t/m2。二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.60七七装装饰饰工工程程53410.0053410.0058216.9058216.90120、二次结构0.000.000.000.000.000.000.000.000.000.007.1011201001001外墙墙面混合砂浆、水泥砂浆抹灰m2700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.9832.5水泥：9.9633kg/m2；河砂：0.0308t/m2二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.707.2011201001002外墙保温系统与墙基间找平层m2700.000.000.000.000.000.000.000.000.00121、32.5水泥：6.9531kg/m2；河砂：0.0308t/m2专业分包0.000.000.000.000.000.000.000.000.000.007.3011201001004内墙墙面混合砂浆、水泥砂浆抹灰m2700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.9832.5水泥：9.9633kg/m2；河砂：0.0308t/m2二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.707.4011201001005内墙蒸压加气混凝土砌块抹面砂浆m2700.122、0010.9011.887630.008316.701.002.003.004.000.600.200.100.9832.5水泥：3.5kg/m2；河砂：0.01t/m2二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.707.5011301001001天棚水泥砂浆抹灰m2700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.9832.5水泥：9.9633kg/m2；河砂：0.0308t/m2二次结构700.001400.002100.002800.00420123、.00140.0070.000.000.00686.707.7011407001001抹灰面刷乳胶漆(不含腻子施工，腻子乙供）m2700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.007.8011407001008防霉涂料(含腻子施工，腻子甲供）m2700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.007.9011207001001矿棉吸音板m2700.000.000.000.124、000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.007.10011301001002室内天棚刮腻子（普通腻子）m2700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.007.11011301001003室内天棚刮腻子（柔性耐水腻子）m2700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.007.1201125、1406003001室内内墙面刮腻子（普通腻子）m2700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.007.13011406003002室内内墙面刮腻子（柔性耐水腻子）m2700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.007.14010607005001热镀锌钢丝网加固m2700.0010.9011.887630.008316.701.002.003.004.000.60126、0.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.707.15010607005002镀锌钢丝网加固m2700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.707.16010607005003耐碱玻纤网格布（用于蒸压加气砼与砼墙不同界面处）m2700.0010.9011.887630.008316.701.002127、.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.70八八防防水水工工程程0.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.008.1010904002001一布四涂地面防潮层m2200.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.008.30109040020031.5mm丙纶地面防潮层m2600.128、000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.008.50109040020051.5mm丙纶墙面防潮层m2600.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.008.70109040020071.2mm水泥基渗透结晶性防水涂料（阳台、空调板）m2600.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.0129、00.000.000.008.80109040020082mm聚合物水泥基防水涂料（卫生间）m2600.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.008.90109040020091.5mm聚合物水泥基防水涂料（地下室地面）m2200.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.008.90109040020091.5mm聚合物水泥基防水涂料（地下室挡墙外）m2200.000.0130、00.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.008.130109040020131.5mmJS水泥基防水涂膜m2600.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.008.200109040010043mm厚SBS聚酯胎地面防水材料（地下室地面）m2200.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.131、000.000.008.210109040010053mm厚SBS聚酯胎墙面防水材料（地下室挡墙）m2200.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.00九九保保温温工工程程19620.0019620.0021385.8021385.80专业分包0.000.000.000.00784.800.000.0018835.200.000.009.101100100100160mm厚 B1级难燃型膨胀聚苯板(EPS)保温系统容重：2535kg/m3适用范围：屋面保温m2600.0010.90132、11.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.609.1901100100200330mm厚 A级玻化微珠无机保温板保温系统容重：350kg/m3适用范围：天棚保温m2600.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.009.2701100100100580mm厚 泡沫混凝土保温系统适用范围：屋面保温m2600.133、0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.609.3101100100502140mm厚 全轻混凝土保温系统容重：10151150kg/m3适用范围：楼面保温m2600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.134、609.32011001005022每增减5mm厚 全轻混凝土保温系统容重：10151150kg/m3适用范围：楼面保温m2-400.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00十十模模板板工工程程12104232.0012104232.0013193612.8813193612.880.000.000.000.000.000.000.000.000.000.00基础模板600.00基础工程0.000.000.000.000.000.000.000.000.000.0010.10411020135、01001基础垫层模板m2100.004.364.75436.00475.241.001.001.001.000.240.080.040.39基础工程100.00100.00100.00100.0024.008.004.000.000.0039.2410.2041102003001桩承台基础模板m2100.004.364.75436.00475.241.001.001.001.000.240.080.040.39基础工程100.00100.00100.00100.0024.008.004.000.000.0039.2410.3041102002001满堂(筏板)基础模板m2100.004.36136、4.75436.00475.241.001.001.001.000.240.080.040.39基础工程100.00100.00100.00100.0024.008.004.000.000.0039.2410.4041102013001基础梁模板m2100.004.364.75436.00475.241.001.001.001.000.240.080.040.39基础工程100.00100.00100.00100.0024.008.004.000.000.0039.2410.5041102002002独立基础模板m2100.004.364.75436.00475.241.001.001.001137、.000.240.080.040.39基础工程100.00100.00100.00100.0024.008.004.000.000.0039.2410.6041102002003条形（带形）基础模板m2100.004.364.75436.00475.241.001.001.001.000.240.080.040.39基础工程100.00100.00100.00100.0024.008.004.000.000.0039.24基础工程0.000.000.000.000.000.000.000.000.000.00在以上行插入基础工程0.000.000.000.000.000.000.000.000138、.000.00一次结构194,000.00一次结构0.000.000.000.000.000.000.000.000.000.0010.7041102012001矩形柱、多边形柱（异形柱）、圆形柱模板m210,400.0062.1367.72646152.00704305.6830.0020.003.004.003.421.140.575.59一次结构312000.00208000.0031200.0041600.0035568.0011856.005928.000.000.0058153.6810.8041102012002薄壁柱模板m210,400.0062.1367.72646152.0139、0704305.6830.0020.003.004.003.421.140.575.59一次结构312000.00208000.0031200.0041600.0035568.0011856.005928.000.000.0058153.6810.9041102012003剪力墙模板m210,400.0062.1367.72646152.00704305.6830.0020.003.004.003.421.140.575.59一次结构312000.00208000.0031200.0041600.0035568.0011856.005928.000.000.0058153.6810.10041140、102015001矩形梁、异形梁、有梁板、无梁板、平板、悬挑板模板m2100,400.0062.1367.726237852.006799258.6830.0020.003.004.003.421.140.575.59一次结构3012000.002008000.00301200.00401600.00343368.00114456.0057228.000.000.00561406.6810.11041102015002坡屋面双面模板m210,400.0062.1367.72646152.00704305.6830.0020.003.004.003.421.140.575.59一次结构31200141、0.00208000.0031200.0041600.0035568.0011856.005928.000.000.0058153.6810.13041102015003后浇带模板m210,400.0062.1367.72646152.00704305.6830.0020.003.004.003.421.140.575.59一次结构312000.00208000.0031200.0041600.0035568.0011856.005928.000.000.0058153.6810.14041102020001直形楼梯、弧形楼梯模板m210,400.0062.1367.72646152.0070142、4305.6830.0020.003.004.003.421.140.575.59一次结构312000.00208000.0031200.0041600.0035568.0011856.005928.000.000.0058153.6810.19041102034002集水坑及水池底板、顶板、底板模板m210,400.0062.1367.72646152.00704305.6830.0020.003.004.003.421.140.575.59一次结构312000.00208000.0031200.0041600.0035568.0011856.005928.000.000.0058153.6143、810.22041102021004预制混凝土直形楼梯、弧形楼梯等模板m210,400.0062.1367.72646152.00704305.6830.0020.003.004.003.421.140.575.59一次结构312000.00208000.0031200.0041600.0035568.0011856.005928.000.000.0058153.6810.21041102021003铝模板m210,400.0062.1367.72646152.00704305.6830.0020.003.004.003.421.140.575.59一次结构312000.00208000.00144、31200.0041600.0035568.0011856.005928.000.000.0058153.68一次结构0.000.000.000.000.000.000.000.000.000.00在以上行插入一次结构0.000.000.000.000.000.000.000.000.000.0010.12011407002001清水模板补偿费m2600.0015.2616.639156.009980.041.006.003.004.000.840.280.141.37不计入工程量指标汇总中一次结构600.003600.001800.002400.00504.00168.0084.000.00145、0.00824.04在以上行插入一次结构0.000.000.000.000.000.000.000.000.000.00二次结构3,600.00二次结构0.000.000.000.000.000.000.000.000.000.0010.15041102021001圈梁、过梁、墙体根部混凝土翻边模板m2600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.6010.16041102012004构造柱模板m2146、600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.6010.17041102033001地沟盖板模板m2600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.6010.18041102034001地沟模板m2600.147、0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.6010.20041102021002其他构件模板m2600.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.6010.23041102021005预制混凝土楼板等模板m260148、0.0010.9011.886540.007128.601.002.003.004.000.600.200.100.98二次结构600.001200.001800.002400.00360.00120.0060.000.000.00588.60二次结构0.000.000.000.000.000.000.000.000.000.00在以上插入二次结构0.000.000.000.000.000.000.000.000.000.00十十一一车车库库内内管管网网工工程程0.000.000.000.000.000.000.000.000.000.000.000.000.000.0011.10104010149、03004页岩实心砖砌体 检查井m3700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.5010402001008预制砼块砌体 检查井m3700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.610103001005管沟砂石回填m3700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000150、.000.000.000.0011.7010507007004管道混凝土包封m3700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.16030609001009钢管 SC100m700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.18030609001011钢管 SC150m700.000.000.000.000.000.000.000.000.00专业分包0.151、000.000.000.000.000.000.000.000.000.0011.19030609001012钢管 SC200m700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.23031001006004HDPE双壁波纹管 DN300（SN4）m700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.25031001006006HDPE双壁波纹管 DN400（S152、N4）m700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.26031001006007HDPE双壁波纹管 DN500（SN4）m700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.27031001006008HDPE双壁波纹管 DN600（SN4）m700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.153、000.000.000.000.000.000.0011.29031001006010HDPE双壁波纹管 DN800（SN4）m700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.87010606008002成品爬梯个700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.88010512008007复合高分子井盖、井座套700.000.000.000.000.00154、0.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.89010512008008铸铁井盖、井座套700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.91010607003001雨水井、检查井防坠落网个700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.92010507006001GG-1F155、隔油池座700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.93010507006002GG-2F隔油池座700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.96010512008010复合型水篦子m700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.00156、11.97010512008011铸铁水篦子m700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.98010512008012不锈钢水篦子m700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.99010512008013GRP成品电缆沟活动盖板套700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000157、.000.000.000.000.000.0011.100030307005001电缆沟支架块700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.0011.103031002003003刚性防水套管 DN200个700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.00十十二二其其他他工工程程91560.0091560.0099800.4099800.400.000.000.000.158、000.000.000.000.000.000.0012.1010904004001镀锌铁皮变形缝m700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.7012.3010904004003不锈钢板变形缝m700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140159、.0070.000.000.00686.7012.4011001003001地下室挡墙30mm厚苯板保护层m2700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.7012.5011001003002地下室挡墙每增减5mm厚苯板保护层m2700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98二次结构700.001400.002100.00160、2800.00420.00140.0070.000.000.00686.7012.7010401003003地下室挡墙120厚实心砖墙保护层m2700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98标准砖24011553：0.068千匹/m2；32.5水泥：6.53kg/m2；河砂：0.03t/m2二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.7012.9010403004001浆砌条石挡墙m3700.0010.9011.887630.008316.7161、01.002.003.004.000.600.200.100.9832.5水泥：40.817kg/m3；河砂：0.1512t/m3二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.7012.12010512008001重型复合材料沟盖板(带孔）套700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.7012.13010512008002重162、型复合材料沟盖板(不带孔）套700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.7012.14010512008003排水沟铸铁蓖套700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.7012.41011702025163、012300mm厚 高注合金薄壁方箱空心楼盖填充箱/内置模套700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.7001B001C20成品水簸箕个700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.700111010164、05001灰色环氧树脂平涂m2700.000.000.000.000.000.000.000.000.00专业分包0.000.000.000.000.000.000.000.000.000.00B011不锈钢透气罩个700.0010.9011.887630.008316.701.002.003.004.000.600.200.100.98二次结构700.001400.002100.002800.00420.00140.0070.000.000.00686.70十十三三补补充充部部分分0.000.000.000.000.000.000.000.000.000.000.000.000.000.00165、13.1缺项清单10.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0013.2缺项清单20.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0013.3缺项清单30.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0013.4缺项清单40.000.000.000.000.000.000.000.000.000.000.000.00166、0.000.000.000.000.000.00十十四四措措施施费费29993945.9529993945.9533293280.0033293280.000.000.000.000.000.000.000.000.000.000.00常常规规措措施施0.000.000.000.000.000.000.000.000.000.001CS001安全施工费m2170,000.0010.8112.001837837.842040000.001.19措施费0.000.000.000.000.000.000.001837837.84202162.162CS002文明施工费m2170,000.009.01167、10.001531531.531700000.000.99措施费0.000.000.000.000.000.000.001531531.53168468.473CS003环境保护费m2170,000.001.351.50229729.73255000.000.15措施费0.000.000.000.000.000.000.00229729.7325270.274CS004临时设施费m2170,000.005.416.00918918.921020000.000.59措施费0.000.000.000.000.000.000.00918918.92101081.085CS005夜间施工、赶工费m21168、70,000.004.505.00765765.77850000.000.50措施费0.000.000.000.000.000.000.00765765.7784234.236CS006冬雨季施工增加费m2170,000.001.802.00306306.31340000.000.20措施费0.000.000.000.000.000.000.00306306.3133693.697CS007二次搬运及多次搬运费m2170,000.001.351.50229729.73255000.000.15措施费0.000.000.000.000.000.000.00229729.7325270.278CS169、008包干费m2170,000.004.505.00765765.77850000.000.50措施费0.000.000.000.000.000.000.00765765.7784234.239CS009已完工程及设备保护费m2170,000.001.351.50229729.73255000.000.15措施费0.000.000.000.000.000.000.00229729.7325270.2710CS010施工排水、施工降水费m2170,000.001.802.00306306.31340000.000.20措施费0.000.000.000.000.000.000.00306306.3170、133693.6911CS011空气检测费m2170,000.001.351.50229729.73255000.000.15措施费0.000.000.000.000.000.000.00229729.7325270.2712CS012淋水试验费m2170,000.001.351.50229729.73255000.000.15措施费0.000.000.000.000.000.000.00229729.7325270.2713CS013施工场地内用水、用电包干费m2170,000.004.505.00765765.77850000.000.50措施费0.000.000.000.000.000.171、000.00765765.7784234.2314CS014甲供材包干措施费和专业分包工程配合费m2170,000.001.802.00306306.31340000.000.20措施费0.000.000.000.000.000.000.00306306.3133693.6915CS015孔洞补偿m2170,000.001.351.50229729.73255000.000.15措施费0.000.000.000.000.000.000.00229729.7325270.2716CS016工程排污费m2170,000.001.802.00306306.31340000.000.20措施费0.00172、0.000.000.000.000.000.00306306.3133693.6917CS017大型机械设备进出场及安拆费m2170,000.002.703.00459459.46510000.000.30措施费0.000.000.000.000.000.000.00459459.4650540.5418CS018检验试验费m2170,000.000.901.00153153.15170000.000.10措施费0.000.000.000.000.000.000.00153153.1516846.8519CS019防渗漏体系标准措施费m2170,000.004.505.00765765.778173、50000.000.50措施费0.000.000.000.000.000.000.00765765.7784234.2320CS020植筋m2170,000.002.703.00459459.46510000.000.30措施费0.000.000.000.000.000.000.00459459.4650540.5421CS021综合脚手架、单项脚手架、防护架、垂直封闭及安全(防护)网m2170,000.0038.7443.006585585.597310000.004.26措施费0.000.000.000.000.000.000.006585585.59724414.4122CS022建筑物174、垂直运输、超高降效包干费用m2170,000.007.218.001225225.231360000.000.79措施费0.000.000.000.000.000.000.001225225.23134774.77通用措施费小计（一）110.81123.0012.19措施费0.000.000.000.000.000.000.000.000.00根根据据实实际际情情况况增增加加的的措措施施费费措施费0.000.000.000.000.000.000.000.000.0023CS023展示区赶工费、配合费m2-9.0110.000.000.000.99措施费0.000.000.000.000.00175、0.000.000.000.0024CS024预售资源抢工费m2-22.5225.000.000.002.48措施费0.000.000.000.000.000.000.000.000.0025CS025挑脚手架m2-31.5335.000.000.003.47措施费0.000.000.000.000.000.000.000.000.0026CS026施工电梯扣除费用m2170,100.00(6.49)(7.20)(1103351.35)(1224720.00)(0.71)措施费0.000.000.000.000.000.000.00#-121368.6527CS027跃层孔洞补偿费m2170,176、100.0072.0780.0012259459.4613608000.007.93措施费0.000.000.000.000.000.000.00#1348540.5428CS028超高层高补偿费m2-0.000.000.000.000.00措施费0.000.000.000.000.000.000.000.000.0029CS029楼（屋）面为专业分包措施基本费m2170,100.000.000.000.000.000.00措施费0.000.000.000.000.000.000.000.000.0030CS030楼（屋）面为专业分包措施增加费m2-0.000.000.000.000.00措施177、费0.000.000.000.000.000.000.000.000.00可选措施费小计（二）措施费0.000.000.000.000.000.000.000.000.00措施费合计措施费0.000.000.000.000.000.000.000.000.00十十五五总总计计197192206.95197192206.95215539384.49215539384.4926796380.0026796380.00119078060.00119078060.001149840.001149840.006303820.006303820.009203296.089203296.083066562.178、003066562.001533281.001533281.0086641.9286641.9229993945.9529993945.9518347177.5418347177.54215559004.49效验19620.00表6中中国国建建筑筑二二局局西西南南公公司司计计划划成成本本经经济济指指标标分分析析表表项项目目名名称称：XXXX省省域域XXXX项项目目单单位位：万万元元序号项目名称单位合价税金不含税收入与计划成本对比收入不含税平米指标(元/m2)收入含税平米指标(元/m2)计划成本不含税平米指标(元/m2)计划成本不含税占总成本权重计划成本含税平米指标(元/m2)计划成本含税占总成179、本权重备注收入不含税合计计划成本不含税合计收入税金 计划成本税金盈亏额盈亏比568911=5-612=11/收入不含税合计131415项项目目预预计计总总收收入入合合计计19719.2219719.2219719.2219719.221,835项项目目预预计计总总成成本本合合计计+18857.0618857.0617124.1917124.19一一人人工工2,679.642,679.643,069.203,069.20241.17241.17337.61337.61-389.56-389.56-1.98%-1.98%137.12137.12149.46149.46157.05157.0517.180、92%17.92%174.33174.3317.92%17.92%1一次结构劳务分包项2,672.882,672.883,044.00240.56240.56334.84-371.12-1.88%136.77136.77149.08149.08155.77155.7717.78%17.78%172.90172.9017.78%2二次结构劳务分包项6.766.763.600.610.610.403.160.02%0.350.350.380.380.180.180.02%0.02%0.200.200.02%3外架项-4.80-0.53-4.80-0.02%-0.250.250.03%0.03%0.181、270.270.03%4零杂工项-7.80-0.86-7.80-0.04%-0.400.400.05%0.05%0.440.440.05%4.1其中：保安（现场）项-0.000.005其它人工（业主有收入的签证变更等）项-9.00-0.99-9.00-0.05%-0.460.460.05%0.05%0.510.510.05%二二材材料料12,022.7912,022.7910,220.5010,220.501,082.051,082.051,328.671,328.671,802.291,802.299.14%9.14%615.22615.22670.59670.59523.00523.005182、9.68%59.68%590.99590.9959.68%59.68%钢筋 T-4,936.80-641.78-4,936.80-25.04%-252.62252.6228.83%28.83%285.46285.4628.83%混凝土m3-4,738.70-616.03-4,738.70-24.03%-242.49242.4927.67%27.67%274.01274.0127.67%模板m2-120.00-15.60-120.00-0.61%-6.146.140.70%0.70%6.946.940.70%木枋m-175.00-22.75-175.00-0.89%-8.958.951.02%1183、.02%10.1210.121.02%钢管、扣件项-250.00-32.50-250.00-1.27%-12.7912.791.46%1.46%14.4614.461.46%地地材材项项-0.00%0.00%-0.00%0.00%0.000.000.00%砌体m3-0.00%-0.00%0.00%0.000.000.00%砂石m3-0.00%-0.00%0.00%0.000.000.00%砂浆m3-0.00%-0.00%0.00%0.000.000.00%水泥T-0.00%-0.00%0.00%0.000.000.00%型型钢钢项项-0.00%0.00%-0.00%0.00%0.000.000184、.00%0.00%钢板T-0.00%-0.00%0.00%0.000.000.00%工字钢T-0.00%-0.00%0.00%0.000.000.00%圆钢T-0.00%-0.00%0.00%0.000.000.00%角钢T-0.00%-0.00%0.00%0.000.000.00%焊管T-0.00%-0.00%0.00%0.000.000.00%槽钢T-0.00%-0.00%0.00%0.000.000.00%定型化材料m-0.00%-0.00%0.00%0.000.000.00%定型化制作安装m-0.00%-0.00%0.00%0.000.000.00%其它型钢T-0.00%-0.00%0185、.00%0.000.000.00%零零材材项项-0.00%0.00%-0.00%0.00%0.000.000.00%0.00%正式水电材料-0.00%-0.00%0.00%0.000.000.00%安全网-0.00%-0.00%0.00%0.000.000.00%套筒-0.00%-0.00%0.00%0.000.000.00%零星五金-0.00%-0.00%0.00%0.000.000.00%其他材料(跳板、挤塑板等）-0.00%-0.00%0.00%0.000.000.00%三三机机械械项项630.38630.3827.7227.7256.7356.730.830.83602.66602.6186、63.06%3.06%32.2632.2635.1635.161.421.420.16%0.16%1.461.460.16%0.16%塔机及操作-8.80-0.26-8.80-0.04%-0.450.450.05%0.05%0.460.460.05%施工电梯及操作-8.80-0.26-8.80-0.04%-0.450.450.05%0.05%0.460.460.05%其它机械-10.12-0.30-10.12-0.05%-0.520.520.06%0.06%0.530.530.06%其中：吊篮-0.00%-0.00%0.00%0.000.000.00%四四专专业业分分包包8.668.66373187、.79373.790.780.7833.6433.64-365.13-365.13-1.85%-1.85%0.440.440.480.4819.1319.132.18%2.18%20.8520.852.18%2.18%土方开挖项-0.00%-0.00%0.00%0.000.000.00%桩基础项-0.00%-0.00%0.00%0.000.000.00%锚杆项-0.00%-0.00%0.00%0.000.000.00%其他基础形式项-0.00%-0.00%0.00%0.000.000.00%防水项-84.5584.55-7.617.61-84.55-84.55-0.43%-4.334.330.188、49%0.49%4.724.720.49%保温项-0.00%-0.00%0.00%0.000.000.00%钢结构项-13.7813.78-1.241.24-13.78-13.78-0.07%-0.710.710.08%0.08%0.770.770.08%机电安装项-50.8950.89-4.584.58-50.89-50.89-0.26%-2.602.600.30%0.30%2.842.840.30%精装修项-78.9578.95-7.117.11-78.95-78.95-0.40%-4.044.040.46%0.46%4.404.400.46%其他项-145.61145.61-13.111189、3.11-145.61-145.61-0.74%-7.457.450.85%0.85%8.128.120.85%其中：门窗项-66.7666.76-6.016.01-66.76-66.76-0.34%-3.423.420.39%0.39%3.723.720.39%其中：外装项-0.00%-0.00%0.00%0.000.000.00%其中：栏杆项-3.203.20-0.290.29-3.20-3.20-0.02%-0.160.160.02%0.02%0.180.180.02%其中：变形缝项-0.00%-0.00%0.00%0.000.000.00%其中：甲指分包过我们的合同，不纳入专业分包汇总190、项-18.5618.56-1.671.67-18.56-18.56-0.09%-0.950.950.11%0.11%1.031.030.11%表6五五组组织织措措施施费费项项2,999.392,999.391,300.501,300.50269.95269.95122.36122.361,698.891,698.898.62%8.62%153.48153.48167.30167.3066.5566.557.59%7.59%72.8172.817.59%7.59%1 1临临建建总总费费用用-0.000.001.11.1办办公公生生活活临临建建-200.22200.22-19.8119.81-10191、.2510.2511.2611.261.1.1临建人工费-31.5231.52-2.842.84-31.52-31.52-0.16%-1.611.610.18%0.18%1.761.760.18%1.1.2临建混凝土-40.8040.80-5.305.30-40.80-40.80-0.21%-2.092.090.24%0.24%2.362.360.24%1.1.3临建钢筋-4.004.00-0.520.52-4.00-4.00-0.02%-0.200.200.02%0.02%0.230.230.02%1.1.4临建其它材料-0.00%-0.00%0.00%0.000.000.00%1.1.5活192、动板房费-111.95111.95-10.0810.08-111.95-111.95-0.57%-5.735.730.65%0.65%6.246.240.65%1.1.6临水电安装费-11.9511.95-1.081.08-11.95-11.95-0.06%-0.610.610.07%0.07%0.670.670.07%1.1.7临水临电材料-0.00%-0.00%0.00%0.000.000.00%1.21.2现现场场生生产产区区临临建建-215.85215.85-22.6322.63-11.0511.051.26%1.26%12.2012.201.2.1临建人工费-11.9511.95-1193、.081.08-11.95-11.95-0.06%-0.610.610.07%0.07%0.670.670.07%1.2.2临建混凝土-80.0080.00-10.4010.40-80.00-80.00-0.41%-4.094.090.47%0.47%4.634.630.47%1.2.3临建钢筋-0.00%-0.00%0.00%0.000.000.00%1.2.4临建其它材料-0.00%-0.00%0.00%0.000.000.00%1.2.5活动板房费-111.95111.95-10.0810.08-111.95-111.95-0.57%-5.735.730.65%0.65%6.246.24194、0.65%1.2.6临水电安装费-11.9511.95-1.081.08-11.95-11.95-0.06%-0.610.610.07%0.07%0.670.670.07%1.2.7临水临电材料-0.00%-0.00%0.00%0.000.000.00%2措施钢筋-8.00-1.04-8.00-0.04%-0.410.410.05%0.05%0.460.460.05%3CI服务费-52.45-4.72-52.45-0.27%-2.682.680.31%0.31%2.932.930.31%4水电费-134.48-12.10-134.48-0.68%-6.886.880.79%0.79%7.507195、.500.79%5其它组织措施费-689.49-62.05-689.49-3.50%-35.2835.284.03%4.03%38.4638.464.03%5.1其中：检测费（常规检测）-500.00-45.00-500.00-2.54%-25.5925.592.92%2.92%27.8927.892.92%六六间间接接费费项项516.19516.191,917.541,917.5446.4646.46-1,401.34-1,401.34-7.11%-7.11%26.4126.4128.7928.7998.1298.1211.20%11.20%98.1298.1211.20%11.20%项目管196、理费-591.58591.58-591.58-3.00%-30.2730.273.45%3.45%30.2730.273.45%财务费用-170.00170.00-170.00-0.86%-8.708.700.99%0.99%8.708.700.99%财务费用(银行贴现）-20.0020.00-20.00-0.10%-1.021.020.12%0.12%1.021.020.12%财务费用(资金利息）-150.00150.00-150.00-0.76%-7.687.680.88%0.88%7.687.680.88%其它间接费-985.96985.96-985.96-5.00%-50.4550.4197、55.76%5.76%50.4550.455.76%其中奖金（不含兑现及公司成本奖金）-394.38394.38-394.38-2.00%-20.1820.182.30%2.30%20.1820.182.30%保安费（办公区）-0.00%-0.00%0.00%0.000.000.00%其他类-0.00%-0.00%0.00%0.000.000.00%七七上上交交货货币币资资金金（维维保保等等）项项-0.00%0.00%-0.00%0.00%0.000.000.00%0.00%八八其其他他收收入入/支支出出项项-214.94214.94-214.94-214.94-1.09%-1.09%-11.198、0011.001.26%1.26%11.0011.001.26%1.26%其其中中废废旧旧物物资资项项-214.94214.94-214.94-214.94-1.09%-1.09%-11.0011.001.26%1.26%11.0011.001.26%1.26%九九税税金金项项-1,834.721,834.721,834.721,834.72-0.00%0.00%-93.8893.88-0.00%0.00%93.8893.880.00%0.00%抵扣税金-1,823.110.00%0.00%-0.00%0.00%93.2993.290.00%0.00%财务税金-11.610.00%0.00%-199、0.00%0.00%0.590.590.00%0.00%十十合合计计（不不含含甲甲指指）19,719.2219,719.2217,124.1917,124.191,834.721,834.721,834.721,834.722,595.032,595.0312.04%12.04%1,009.061,009.061,102.941,102.94876.27876.27100.00%100.00%970.15970.15100.00%100.00%十十一一合合计计（含含甲甲指指）-0.000.00预预计计利利润润（一一-二二）2,595.032,595.03预预计计利利润润率率（三三/一一）12.200、04%12.04%项目经理：商务经理：成本员：人工费预算成本、计划成本测算明细表项项目目名名称称：XXXX项项目目序号类别1类别2分包单位/分包内容名称部位名称单位不含税单价（元）计划成本工程量计划成本合价（万元）税金合价（万元）备注一*劳务有限公司一次结构分项现浇砼基础m2401,000.004.000.44一次结构分项现浇钢筋基础m2-一次结构分项现浇模板基础m2-一次结构分项现浇砼地下室m2-一次结构分项现浇钢筋地下室m2-一次结构分项现浇模板地下室m2-一次结构分项现浇砼裙楼m2-一次结构分项现浇钢筋裙楼m2-一次结构分项现浇模板裙楼m2-一次结构分项现浇砼塔楼m230160,000.201、00480.0052.80一次结构分项现浇钢筋塔楼m2100160,000.001,600.00176.00一次结构分项现浇模板塔楼m260160,000.00960.00105.60二次结构分项砌体砌筑整体m3-二次结构分项内墙抹灰整体m2182,000.003.600.40二次结构分项外墙抹灰整体m2-二次结构分项楼梯间水泥砂浆地面整体m2-二次结构分项水泥砂浆找平整体m2-二次结构分项楼地面细石砼找平整体m2-21二次结构分项屋面工程地下室、商铺m2-29一次结构建面意外伤害保险标准层以下按建筑面积计算m2-29一次结构建面意外伤害保险标准层以上按建筑面积计算m2-95一次结构建面合同外202、签证其它项-96二次结构建面合同外签证其它项-97一次结构分项奖励金额其它项-98二次结构分项奖励金额其它项-99一次结构分项各种罚款其它项-100二次结构分项各种罚款其它项-重庆通倡建筑劳务有限公司 -零星用工分项其他项1.00-二*筑劳务有限公司-1外架建面地下室外架及防护m216.003,000.004.800.532外架建面1#楼塔楼外架及防护m2-3外架建面2#楼塔楼外架及防护m2-4外架建面3#楼塔楼外架及防护m2-5外架建面4#楼塔楼外架及防护m2-6外架建面5#楼塔楼外架及防护m2-7外架建面6#楼塔楼外架及防护m2-8外架建面7#楼塔楼外架及防护m2-9外架建面水平大防护首层203、m2-10外架建面水平大防护二层及三层m2-11外架分项地下室回顶m2-12外架分项卸料平台m2-13外架分项电梯井搭拆m2-14外架分项一期零星外架搭拆m2-15外架分项一期7#楼外架拆除m2-16外架分项一期7#楼外架重新搭拆m2-17外架分项1#楼1-4层外架二次搭拆m2-18外架分项2#楼1-4层外架二次搭拆m2-19外架分项3#楼1-4层外架二次搭拆m2-20外架分项4#楼1-4层外架二次搭拆m2-21外架分项6#楼1-4层外架二次搭拆m2-22外架分项7#楼1-4层外架二次搭拆m2-23外架建面合同外签证项-24外架建面罚款项-三*建筑劳务有限公司-1零星用工建面零星用工项-2零星204、用工建面物资杂工项-3零星用工分项外墙砖、外墙玻璃清洗项-四云南万胜建筑劳务有限公司-1其它用工分项垃圾站工程项-2零星用工分项技工工日260.00300.007.800.863零星用工分项普工工日-4*劳务有限公司-5一次结构建面场地平整地下室、商铺m2-6一次结构建面桩芯填砼及下钢筋笼地下室、商铺m2-7一次结构建面桩头破除地下室、商铺m2-8一次结构建面 垫层砼浇筑(含防水保护层)地下室、商铺m2-9一次结构建面混凝土浇筑地下室、商铺m2-10一次结构建面接管、拆管、清洗、清洁、加固、保管地下室、商铺m2-11一次结构建面混凝土养护地下室、商铺m2-12一次结构建面钢筋制安地下室、商铺m205、2-13一次结构建面模板制安地下室、商铺m2-14一次结构建面砖胎模地下室、商铺m2-15一次结构建面砌筑地下室、商铺m2-16二次结构建面内墙抹灰地下室、商铺m2-17二次结构建面车库地坪地下室、商铺m2-18二次结构建面堵洞地下室、商铺m2-19一次结构建面 安全文明施划（一次结构）地下室、商铺m2-20二次结构建面 安全文明施划（二次结构）地下室、商铺m2-21二次结构分项屋面工程地下室、商铺m2-22一次结构建面模板制作安装塔楼m2-23一次结构建面混凝土浇筑塔楼m2-24一次结构建面接管、拆管、清洗、清洁、加固、保管塔楼m2-25一次结构建面混凝土养护塔楼m2-26一次结构建面钢筋制206、作绑扎塔楼m2-27二次结构建面砖砌体塔楼m2-28二次结构建面内墙抹灰塔楼m2-29二次结构建面结构缺陷修补塔楼m2-30二次结构建面楼地面工程塔楼m2-31二次结构建面楼地面洞口封堵塔楼m2-32一次结构建面安全文明施工费（一次结构）塔楼m2-33二次结构建面安全文明施工费（二次结构）塔楼m2-34二次结构分项合同外签证其它项-35一次结构分项合同外签证其它项-36其它用工分项化粪池工程其它项300.00300.009.000.9937一次结构分项奖金其它项-38一次结构分项罚款其它项-39其它用工分项一期7#楼贴砖其它项-40其它用工建面一期7#楼抹灰其它项-41其它用工建面一期2#楼阳207、台抹灰贴砖其它项-42其它用工分项一期商铺抹灰贴砖其它项-43其它用工分项工期奖励其它项-44其它用工分项索赔其它项-此行前插入单元格合计3069.20337.61暂定税金税率3%3069.292.08项目经理：商务经理：成本员：材料预算成本、计划成本汇总表工程名称：XX项目序号材料名称材料型号计量单位计划单价（元）计划成本工程量计划成本金额(万元)计划税金（万元）备注项目编号分部分项分部分项124=1*2小 计10353.3010353.301345.931345.93主主要要材材料料一一钢钢筋筋 T T4000.004000.0012372.0012372.004948.804948.80208、643.34643.34列1列2列3列4列5列6列7列9列11（一）结构钢筋4000.0012342.004936.80641.781盘元一级钢6.5t4000.001224.00489.6063.652盘元二级钢8t4000.001632.00652.8084.863盘元三级钢10t4000.002244.00897.60116.694三级螺纹钢8t0.000.000.005三级螺纹钢10t0.000.000.006三级螺纹钢12t0.000.000.007三级螺纹钢12Et0.000.000.008三级螺纹钢14t0.000.000.009三级螺纹钢16t0.000.000.0010三级螺209、纹钢18t0.000.000.0011三级螺纹钢20t0.000.000.0012三级螺纹钢22t0.000.000.0013三级螺纹钢25t0.000.000.0014三级螺纹钢28t0.000.000.0015三级螺纹钢32t0.000.000.0016三级螺纹钢14Et0.000.000.0017三级螺纹钢16-2616Et4000.006528.002611.20339.4618三级螺纹钢18Et0.000.000.0019三级螺纹钢20Et0.000.000.0020三级螺纹钢22Et0.000.000.0021三级螺纹钢25Et0.000.000.0022三级螺纹钢28Et0.00210、0.000.0023三级螺纹钢32Et0.000.000.0024四级螺纹钢14Et0.000.000.0025四级螺纹钢16-2516Et4000.00714.00285.6037.1326四级螺纹钢18Et0.000.000.0027四级螺纹钢20Et0.000.000.0028四级螺纹钢22Et0.000.000.0029四级螺纹钢25Et0.000.000.0030四级螺纹钢28Et0.000.000.0031四级螺纹钢32Et0.000.000.0032冷轧带肋钢7t0.000.000.0033冷轧带肋钢9t0.000.000.00.此前插入行（二）临建钢筋400010.004.00211、0.521办公生活临建钢筋T4000.0010.004.000.52现场生产临建钢筋.此前插入行（三）措施钢筋400020.008.001.041盘元10T4000.0020.008.001.04T此前插入行T二二混混凝凝土土mm0.040.04121487.56121487.564859.504859.50631.74631.74列1列2列3列4列5列6列7列9列11（一）结构混凝土0.04118467.564738.70616.031商品砼 C15400.00135.815.430.712商品砼 C20400.004201.75168.0721.853商品砼 C25400.004848.0212、0193.9225.214商品砼 C30400.0018988.00759.5298.745商品砼 C30P8400.00606.0024.243.156商品砼 C35400.0014544.00581.7675.637商品砼 C35P8400.00606.0024.243.158商品砼 C40400.0014544.00581.7675.639商品砼 C40P8400.00606.0024.243.1510商品砼 C45400.0013938.00557.5272.4811商品砼 C45P8400.00606.0024.243.1512商品砼 C50400.0013938.00557.527213、2.4813商品砼 C50P8400.00606.0024.243.1514商品砼 C55400.0013938.00557.5272.4815商品砼 C55P8400.00606.0024.243.1516商品砼 C60400.0013938.00557.5272.4817商品砼 C60P8400.00606.0024.243.1518预制砼 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T#DIV/0!#DIV/0!0.000.000.000.000.000.00列1列2列3列4列5列6列7列9列111沙t0.000.000.002石子0.000.000.003扣临建其它材料0.000.000.00九九水水泥泥T T#DIV/0!#DIV/0!0.000.000.000.000.000.00列1列2列3列4列5列6列7列9列11132.5普通水泥t0.000.000.219、0020.000.000.0030.000.000.00扣临建其它材料项型型钢钢九九钢钢板板T T#DIV/0!#DIV/0!0.000.000.000.000.000.00列1列2列3列4列5列6列7列9列111钢板5*1250*60000.000.000.002止水钢板0.000.000.0030.000.000.00十十工工字字钢钢T T#DIV/0!#DIV/0!0.000.000.000.000.000.00列1列2列3列4列5列6列7列9列111工字钢0.000.000.0020.000.000.0030.000.000.00十十一一圆圆钢钢T T#DIV/0!#DIV/0!0.0220、00.000.000.000.000.00列1列2列3列4列5列6列9列11列1110.000.000.0020.000.000.0030.000.000.00十十二二角角钢钢T T#DIV/0!#DIV/0!0.000.000.000.000.000.00列1列2列3列4列5列6列7列9列111角钢0.000.000.0020.000.000.0030.000.000.00十十三三焊焊管管T T#DIV/0!#DIV/0!0.000.000.000.000.000.00列1列2列3列4列5列6列7列9列111方矩管0.000.002方管0.000.003钢管20*60000.000.00十十221、四四槽槽钢钢T T#DIV/0!#DIV/0!0.000.000.000.000.000.00列1列2列3列4列5列6列7列9列111槽钢10吨0.000.0020.000.0030.000.000.000.00十十五五定定型型化化材材料料m m#DIV/0!#DIV/0!0.000.000.000.000.000.00列1列2列3列4列5列6列7列9列110.000.000.000.000.000.00十十六六定定型型化化制制作作安安装装m m#DIV/0!#DIV/0!0.000.000.000.000.000.00列1列2列3列4列5列6列7列9列110.000.000.000.000.222、000.00m0.000.00十十五五其其它它型型钢钢T T#DIV/0!#DIV/0!0.000.000.000.000.000.00列1列2列3列4列5列6列7列9列111套管0.000.002镀锌凹型钢方0.000.0030.000.000.000.00零零材材十十六六临临水水临临电电材材料料项项#DIV/0!#DIV/0!0.000.000.000.000.000.00列1列2列3列4列5列6列7列9列11办公生活临水临电材料0.000.000.000.001电线米0.000.002电缆米0.000.003配电箱0.000.004其它临水电材料0.000.00现场生产临水临电材料0.0223、00.000.000.001电线米0.000.002电缆米0.000.003配电箱项0.000.004其它临水电材料项0.000.000.000.00十十九九正正式式水水电电材材料料项项#DIV/0!#DIV/0!0.000.000.000.000.000.00列1列2列3列4列5列6列7列9列1110.000.0020.000.0030.000.000.000.00二二十十安安全全网网项项#DIV/0!#DIV/0!0.000.000.000.000.000.00列1列2列3列4列5列6列7列9列111安全网张0.000.0020.000.0030.000.000.000.00二二十十一一 224、套套筒筒项项#DIV/0!#DIV/0!0.000.000.000.000.000.00列1列2列3列4列5列6列7列9列111套筒个0.000.0020.000.0030.000.000.000.00二二十十二二 零零星星五五金金项项#DIV/0!#DIV/0!0.000.000.000.000.000.00列1列2列3列4列5列6列7列9列111挤塑板B3m30.000.002零星五金0.000.000.000.000.000.00二二十十三三 其其他他材材料料(跳跳板板、挤挤塑塑板板等等）项项#DIV/0!#DIV/0!0.000.000.000.000.000.00列1列2列3列4列5225、列6列7列9列111竹跳板220*3000*30张0.000.00300mm厚 高注合金薄壁方箱空心楼盖填充箱0.000.00B1级难燃型膨胀聚苯板(EPS)保温0.000.00B1级难燃型膨胀聚苯板(EPS)保温0.000.00苯板0.000.00苯板0.000.00不锈钢透气罩0.000.00镀锌钢丝网0.000.00钢爬梯、简易维护钢制栏杆0.000.00机制烟道型号500mm*400mm0.000.00机制烟道型号600mm*500mm0.000.00耐碱玻纤网格布0.000.00排水沟铸铁蓖0.000.00热镀锌钢丝网0.000.00声波检测管500.000.00型钢、劲钢、桁架0.226、000.00烟道止回阀0.000.00烟帽（风帽）0.000.00植筋胶0.000.00重型复合材料沟盖板(不带孔）0.000.002重型复合材料沟盖板(带孔）0.000.003桩钢护筒0.000.000.000.00二二十十四四 其其它它临临建建材材料料项项#DIV/0!#DIV/0!0 00 00 0列1列2列3列4列5列6列7列9列11办公生活临建其他材料0 00 01砖0.000.002石子0.000.003水泥0.000.004地砖0.000.005腻子0.000.006涂料0.000.00现场生产临建其他材料0 00 01砖0.000.002石子0.000.003水泥0.000.0227、04地砖0.000.005腻子0.000.006涂料0.000.00.项目经理：物资经理：机机械械费费计计划划成成本本汇汇总总表表项目名称：XX项目序号措施项目名称大型设备进出场及安拆费不含税合计（万元）税金备注设备型号数量(台）裸机月租（元/月.台）人员工资（元/月.台）单月使用费用开始使用时间计划完完成成时时间间使用周期（月）小计（元）大型设备进出场及安拆单价（元/台）小计垂直运输费及进出场及安拆费（大型设备）一塔吊8.80.2641塔式起重机21/22/23#楼 QTZ5610150005000100002020年2月23日2020年10月29日8.3083000500050008.82228、塔式起重机19/24#楼QTZ5610/QTZ561600.000003塔式起重机15/16#楼QTZ561000.00000二施工电梯8.80.2641施工电梯19/20/24#楼SC200/200150005000100002020年2月23日2020年10月29日8.3083000500050008.82施工电梯15/16/17/18#楼SC200/20000.00000三其它零星机械10.120.30361物料提升机150005000100002020年2月23日2020年10月29日8.3083000500050008.82吊蓝12000.000003砂浆搅拌机0.000004其它零229、星机械00.000005预估不可预见费10%0.001.32四含税合计27.720.8316商务经理：成本员：专专业业分分包包计计划划成成本本明明细细表表项项目目名名称称：XXXX省省域域XXXX项项目目单单位位：万万元元序号分包单位工作内容名称单位预算工程量计划工程量不含税单价计划成本备注不含税合价税金合价一一土土方方开开挖挖小小计计-1m-2m-3m-4m-5m-6m-7m-8m-9m-10m-11m-.-二二桩桩基基础础小小计计-1-2-3-.-三三锚锚杆杆小小计计-1-2-3-.-四四其其他他基基础础小小计计-1-2-3-4-.-五五防防水水小小计计84.5584.557.617.61230、1防水项1.00-资金预算2防水项1.00845,52384.557.61资金预算3-4-5-6-7-8-9-10-.-六六保保温温小小计计-1外墙保温项1.00-2外墙保温项1.00-3-.-七七钢钢结结构构小小计计13.7813.781.241.241钢结构（钢柱、钢梁、烟道零星钢构件、螺栓、连接板，含氟碳漆）、铝塑板、钢楼梯项1.00125,33112.531.132钢结构项1.0012,5051.250.11资金预算3-.-八八机机电电安安装装小小计计50.8950.894.584.581水电安装1508,93350.894.582-资金预算3-.-九九（粗粗）精精装装修修小小计计78231、.9578.957.117.111腻子、乳胶漆、踢脚线项1.00-.002腻子、乳胶漆、踢脚线项1.00789,51178.957.113-4-.-十十其其他他专专业业小小计计145.61145.6113.1113.111其中：门窗项1.00667,64666.766.012其中：外装项1.00-3其中：栏杆项1.0031,9743.200.294其中：变形缝项1.00-5其中：甲指分包过我们的合同，不纳入专业分包汇总项1.00185,55418.561.676其中：防火门项1.00-7其中：外墙涂料项1.00-8其中：烟道项1.00-9其中：烟道项1.00474,71247.474.2710232、其中：入户门项1.0016,2401.620.1511其中：栏杆项1.0080,0008.000.72资金预算13-14-.-合合计计373.79373.7933.6433.64商务经理：成本员：专专业业分分包包计计划划成成本本明明细细表表项项目目名名称称：XXXX省省域域XXXX项项目目单单位位：万万元元序号分包单位工作内容名称单位预算工程量计划工程量不含税单价计划成本备注不含税合价税金合价组组织织措措施施费费计计划划成成本本明明细细表表项项目目名名称称：XXXX省省域域XXXX项项目目单单位位：万万元元序号名称分包单位单位计划不含税单价目标工程量计划成本备注不含税合价税金列1列2列3列4列233、52列62列73列74列81办公生活临建155.4213.991.1临建人工费项1.00315,208.9031.522.841.2活动板房费项1.001,119,508.07111.9510.081.3临水电安装费项1.00119,508.0711.951.082现场生产临建项135.8512.232.1临建人工费项1.00119,508.0711.951.082.2活动板房费项1.001,119,508.07111.9510.082.3临水电安装费项1.00119,508.0711.951.083CI服务费项1.00524,500.0052.454.724水电费项1.001,344,830234、.04134.4812.105其它组织措施费1.006,894,926.00689.4962.055.1其中：检测费（常规检测）1.005,000,000.00500.0045.006 6合合计计1,167.701,167.70105.09105.09商务经理：成本员：填报说明：间接费计划成本明细表工程名称：XX项目单单位位：万万元元序号项目名称项目编码分包单位计量单位计划成本单价(元)数量金额(元)备 注一间接费项4284（一）项目管理费9861管理人员工资项3.000%1971922075922社保项1.000%1971922071973住房公积金项1.000%197192207197（二235、）财务费用项1701财务费用(银行贴现）项1.000%20000000.00202财务费用(公司）项1.500%100000000.00150（三）其它间接费9861奖金（包含公司列转项目中标奖）项2.000%197192206.953942环保排污费元03项目建设工程综合服务费项04劳动保护费项05保险费项02.3，渝建安发【2010】14号6办公费项1.000%197192206.951977差旅交通费项08业务招待费项09职工福利费项010印花税项0合同额的万分之三11职工教育经费项012工会经费项013消防保安项014房屋租金及生活费项015公司罚款项016农民工社会保险项017维权岗236、位费项018农民工工资支付担保合同项019安监站黑匣子视频费用项020保安费（办公区）21其它022暂列金额2%197192206.9394.0二上交货币资金项4%214939505.57860三其它收入/支出项214.9395056向分包收取的管理费项项0以负数充抵成本废旧物资项项1.00%214939505.57215以负数充抵成本临建多次搬迁，并由业主承担费用的签证项项00四合计元5359项目经理：商务经理：地地材材分分析析基基础础数数据据(自自施施分分部部分分项项工工程程）说明：表格颜色说明：浅绿色：以下数据以重庆18定额为例，定额数据建议不修改，若在过程中有不同，过程控制时可按实际配237、合比进行调整黄色：填写数据绿色：相应结果一水泥砂浆楼地面材料用量测算表项目名称XX项目序号材料名称水泥（kg/m3）特细砂（t/m3）硬基层损耗率填充层损耗率测算用量厚度（mm)1找平砂浆1:25701.2431.011.265201石材、地面砖找平砂浆1:2（定额子目自带含量）5701.2431.01252找平砂浆1:2.54791.3051.011.265203水泥砂浆楼地面1:2.54791.3051.011.265204水泥砂浆楼梯1:2.54791.3051.01204111.3441.011.45石材、地面砖找平砂浆楼梯1:2.5（定额子目自带含量）4791.3051.01256水238、泥砂浆台阶1:2.54791.3051.01207找平砂浆1:34111.3441.011.265158水泥砂浆楼地面1:34111.3441.011.26520在以上插入小计二砂石垫层、石屑、砼楼地面材料用量测算表序号材料名称水泥（kg/m3）特细砂（t/m3）连砂石、石屑、砾石、碎石（t）损耗率测算用量厚度（mm)1楼地面垫层 砂1.5981.0110002楼地面垫层 砂石 天然级配1.2121.0110003楼地面垫层 碎石 干铺0.4061.6681.011004楼地面混凝土面层自拌砼100mm厚度3440.5061.3781.011008780.9571.0155楼地面 水泥瓜米石(239、石屑)浆面层30mm 无垫5491.5121.0165306楼地面 水泥豆石浆面层30mm 无垫5871.6431.0165307楼梯地面 水泥瓜米石(石屑)浆 面层30mm 无垫5491.5121.0165308楼梯地面 水泥豆石浆面层30mm 无垫5871.6431.016530在以上插入小计三抹灰材料用量测算表序号材料名称水泥（kg)特细砂(t)石灰膏(m3)厚度（mm）损耗率（一）水泥砂浆水泥砂浆1：3（m3）1水泥砂浆-砖墙面（内墙）4111.344131.2462水泥砂浆-砼墙面（内墙）4111.344131.2463水泥砂浆-轻质墙面（内墙）4111.344131.2464水泥砂240、浆-零星（内墙）4111.344131.1925水泥砂浆-矩形梁柱面（内墙）4111.344131.1921水泥砂浆-砖墙面(外墙）4111.344151.2462水泥砂浆-砼墙面(外墙）4111.344151.2463水泥砂浆-轻质墙面(外墙）4111.344151.2464水泥砂浆-零星(外墙）4111.344151.1925水泥砂浆-矩形梁柱面(外墙）4111.344151.1921水泥砂浆-砼天棚（14厚）4111.34431.1333（一）混合砂浆混合砂浆(特细砂)（m3）1混合砂浆-砖墙面2321.3990.192131.2462混合砂浆-砼墙面(有1：2.5水泥砂浆，含量已综合）241、2321.3990.192131.2463混合砂浆-轻质墙面2321.3990.192131.2464混合砂浆-零星2321.3990.192131.1925混合砂浆-矩形梁柱面(有1：2.5水泥砂浆，含量已综合）2321.3990.192131.1921混合砂浆-砖墙面(外墙）2321.3990.192151.2462混合砂浆-砼墙面(有1：2.5水泥砂浆，含量已综合）(外墙）2321.3990.192151.2463混合砂浆-轻质墙面(外墙）2321.3990.192151.2464混合砂浆-零星(外墙）2321.3990.192151.1925混合砂浆-矩形梁柱面(有1：2.5水泥砂浆，242、含量已综合）(外墙）2321.3990.192151.1921混合砂浆-砼天棚（14厚）2321.3990.19231.5在以上插入小计四墙体材料查询表序号墙体种类砌体(m3/m3)200*95*53(千匹/m3)240*115*53(千匹/m3)砂浆耗量(m3/m3)M5水泥砂浆水泥(kg/m3)1页岩空心砖0.6480.21600.15849.6122厚壁页岩空心砖0.6480.21600.15849.6123节能型页岩空心砖0.6480.21600.15849.6124加气砼砌块0.6830.21600.12639.5645加气砼砌块精确自承重0.6830.21600.12639.564243、6加气砼砌块精确自保温贴片0.6830.21600.12639.5647砼砌块0.6830.21600.12639.5648空心砌块0.6830.21600.12639.5649多孔砖0.810.05400.16652.12410100厚砖墙00.81300.262.80011200厚砖墙00.76800.2475.36012200厚砖墙耐火砖00.76800.2475.36013120厚砖墙000.55850.197862.10914240厚砖墙000.53370.231372.62815370厚砖墙000.5290.24476.61616砖砌台阶（m2)000.11920.55172.70244、017砌块（片）石挡墙1.1660.367115.23818砌块毛条石挡墙1.040.11937.36619砌块清条石栏杆10.0721.98020240厚砖墙基础000.52620.239975.32921240厚砖围墙000.5750.21166.25422200厚砖围墙00.82700.25279.12823100厚贴砖墙（地下室挡墙外的护墙）00.819700.30294.82824120厚贴砖墙（地下室挡墙外的护墙）000.56310.28388.86225零星240厚砖墙000.55140.214267.25926零星200厚砖墙00.79300.21968.76627零星页岩空心245、砖0.68040.226800.169253.12928零星多孔砖0.8510.05700.174354.73029零星砼砌块0.71720.226800.132341.542在以上插入小计五屋面找坡层材料用量测算表序号材料名称水泥（kg/m3）炉渣（t/m3）粉煤灰（kg/m3）陶粒（m3/m3）损耗率1水泥炉渣砼1：62811.0481.012水泥陶粒砼165331.131.04在以上插入小计六地材汇总表序号材料名称及编号单位总工程量水泥砂浆楼地面工程量砂石垫层、石屑、砼楼地面工程量抹灰材料工程量地地材材砌体1 页岩空心砖m3797.0402 加气砼砌块m3409.8003 砼砌块m30.246、0004 空心砌块m30.0005 多孔砖m3996.6006 厚壁页岩空心砖m3388.8007 节能型页岩空心砖m3388.8008 加气砼砌块精确自承重m3409.8009 加气砼砌块精确自保温贴片m3409.80010 页岩砖配砖200*95*53千匹4306.68011 耐火砖200*95*53千匹460.80012 页岩标砖240*115*53千匹1321.06013 块片石m31.16614 毛条石m3728.00015 清条石m31.000在以上插入砂石1 特细砂t4760.091132.588835.918266.6662 连砂石t0.0000.0003 石屑t0.7820.247、7824 砾石t0.9680.9685 碎石t118.484118.4846 石灰膏m324.45624.4567 炉渣t370.4688 粉煤灰t12.0129 陶粒m3411.320在以上插入水泥1 32.5普通水泥t1117.67257985.995849.46873454.9140.000在以上插入0.000图算工程量总材料用量硬基层填充层水泥（kg）（含素水泥浆）特细砂（t）水泥（kg）特细砂（t）硬基层（m2)填充层（m2)水泥（kg）13.050.02514.420.0310.00015.930.031140022305.50011.220.02612.120.033700785248、1.06011.220.02612.120.0330.00015.890.0370.0001.150.0030.00018.680.04570013072.80016.630.0390.000.0000.0007.770.0207.800.026190014756.6359.840.02710.400.0340.0004700057985.995浅绿色：以下数据以重庆18定额为例，定额数据建议不修改，若在过程中有不同，过程控制时可按实际配合比进行调整测算用量图算工程量（m2)总材料用量水泥（kg含素水泥浆）特细砂（t）连砂石、石屑、砾石、碎石（t）水泥（kg）特细砂（t）连砂石（t）1.614249、5000.000806.9900.0001.2200.0000.0000.0000.0410.177000.00028.70436.280.0510.144145.1360.2044.430.005417.7360.01918.280.0000.056109.6910.00019.440.0000.057136.0840.00025.090.0000.068200.7220.00026.680.0000.079240.1000.0001238849.468835.9180.000水泥（kg)特细砂(t)石灰膏(m3)厚度（mm）损耗率测算用量水泥（kg/m2）特细砂(t/m2)水泥砂浆1：2.250、5（m3）4791.30551.389.960.0314791.30552.0811.640.0354791.30551.389.960.0314791.30551.349.580.0304791.3055211.160.034测算用量4791.30551.3810.990.0344791.30552.0812.660.0394791.30551.3810.990.0344791.30551.3410.560.0334791.3055212.140.0374791.305111.027276.810.019混合砂浆(特细砂)10.52.5（m3）4631.1610.16651.386.950.251、0314631.1610.16652.088.570.0354631.1610.16651.386.950.0314631.1610.16651.346.700.0294631.1610.166528.230.0334631.1610.16651.387.530.0344631.1610.16652.089.150.0384631.1610.16651.387.530.0344631.1610.16651.347.250.0334631.1610.166528.780.0374631.1610.166111.388.070.024M5混合砂浆M7.5水泥砂浆M7.5混合砂浆特细砂(t/m3)水252、泥(kg/m3)特细砂(t/m3)石灰膏(m3)水泥(kg/m3)特细砂(t/m3)水泥(kg/m3)0.21234.7600.1910.02756.5640.20842.660M5水泥砂浆0.21234.7600.1910.02756.5640.20842.6600.21234.7600.1910.02756.5640.20842.6600.16927.7200.1530.02145.1080.16634.0200.16927.7200.1530.02145.1080.16634.0200.16927.7200.1530.02145.1080.16634.0200.16927.7200.15253、30.02145.1080.16634.0200.16927.7200.1530.02145.1080.16634.0200.22236.5200.2010.02859.4280.21844.8200.26844.0000.2420.03471.6000.26354.0000.32252.8000.2910.04185.9200.31664.8000.32252.8000.2910.04185.9200.31664.8000.26543.5160.2400.03470.8120.26053.4060.31050.8860.2800.03982.8050.30462.4510.32753.680254、0.2960.04187.3520.32165.8800.737121.0000.6670.094196.9000.724148.5000.49280.7400.4450.062131.3860.48399.0900.15926.1800.1440.02042.6020.15732.1300.09415.4000.0850.01225.0600.09218.9000.32152.7780.2910.04185.8840.31664.7730.28346.4200.2560.03675.5380.27856.9700.33855.4400.3050.04390.2160.33268.0400.4255、0566.4400.3660.051108.1160.39781.5400.37962.2600.3430.048101.3140.37276.4100.28747.1240.2600.03676.6840.28257.8340.29348.1800.2650.03778.4020.28859.1300.22737.2240.2050.02960.5740.22345.6840.23438.3460.2110.03062.3990.22947.0610.17729.1060.1600.02247.3630.17435.721测算用量图算工程量（m3)总材料用量厚度（mm)水泥（kg含素水泥浆）256、炉渣（t）粉煤灰（kg）陶粒（m3）水泥（kg）1000283.811.05835099333.5001000171.600.00034.321.1835060060.000700159393.500墙体工程量屋面工程量797.040409.8000.0000.000996.600388.800388.800409.800409.8004306.680460.8001321.0601.166728.0001.0003524.9200.000370.46812012.000411.320825988.618159393.500特细砂（t）0.00043.94018.4530.0000.0000.257、00031.5080.00038.6870.000132.588总材料用量石屑（t）砾石（t）碎石（t）117.9280.5570.2770.3510.5050.6180.7820.968118.484图算工程量（m2)总材料用量石灰膏(m3/m2)水泥（kg）特细砂（t）石灰膏(m3/m2)140013947.46943.0840.000111.6390.0350.00019.9620.0310.00019.5780.0300.000111.1590.0340.000总材料用量140015381.36647.7730.000112.6630.0390.000110.9870.0340.000258、110.5580.0330.000112.1390.0370.00016.8100.0190.0000.004314009733.69042.9415.9580.00487006001.19524.3153.3850.004316.9530.0310.0040.004116.6970.0290.0040.004618.2250.0330.0050.0047140010543.09247.8216.6270.00537006405.89626.7553.7200.004717.5310.0340.0050.004517.2500.0330.0050.005118.7780.0370.0050.0259、034140011301.27633.4874.737841573454.914266.66624.456图算工程量特细砂(t/m3)石灰膏(m3)M5水泥砂浆（m3)M5混合砂浆（m3)M7.5水泥砂浆（m3)M7.5混合砂浆（m3)0.1940.021600M7.5混合砂浆0.1940.0216000.1940.0216000.1540.0176000.1540.0176000.1540.0176000.1540.0170.1540.0170.2030.0236000.2450.0270.2940.03312000.2940.0336000.2420.0277000.2830.031100260、0.2990.0330.6740.0753000.4500.05010.1460.0167000.0860.01010.2940.0331000.2580.0291000.3090.03412000.3700.0410.3470.03812000.2620.0291000.2680.03012000.2070.0236000.2140.0246000.1620.01812902000炉渣（t）粉煤灰（kg）陶粒（m3）370.4680.00012012.000411.320370.46812012.000411.320总材料用量总材料用量水泥（kg）特细砂（t）石灰膏(m)页岩空心砖(m3)加261、气砼砌块(m3)砼砌块(m3)空心砌块(m3)多孔砖(m3)29767.200127.0320.000388.80029767.200127.0320.00029767.200127.0320.00023738.400101.3040.000409.80023738.400101.3040.00023738.400101.3040.0000.0000.0000.0000.0000.0000.0000.0000.00031274.400133.4640.000486.0000.0000.0000.00090432.000385.9200.00045216.000192.9600.00043476262、.440185.5360.0007262.82030.9940.0000.0000.0000.00051810.000221.1000.000115.2380.4920.00026156.200111.6220.00021.9800.0940.0007532.86032.1470.0006625.40028.2740.00094953.600405.2160.0000.0000.0000.000106634.400455.0640.0006725.88028.7030.00082519.200352.1520.00031877.280136.0370.000408.24032838.12014263、0.1370.000510.6000.0000.0000.0000.000825988.6183524.9200.000797.040409.8000.0000.000996.600厚壁页岩空心砖节能型页岩空心砖加气砼砌块精确自承重加气砼砌块精确自保温贴片200*95*53(千匹)200*95*53(千匹)耐火砖240*115*53(千匹)块片石(m3)129.6000.000总材料用量388.800129.6000.000388.800129.6000.000129.6000.000409.800129.6000.000409.800129.6000.0000.0000.0000.0000.264、00032.4000.0000.0000.000921.6000.000460.800460.8000.000390.95053.3700.00035.7601.16652.62057.500992.4000.0000.0000.0000.000675.72055.140951.6000.000136.0800.00034.2000.0000.0000.000388.800388.800409.800409.8004306.680460.8001321.0601.166毛条石(m3)清条石(m3)728.0001.000728.0001.000地地材材分分析析基基础础数数据据(自自施施分分部部265、分分项项工工程程）说明：表格颜色说明：浅绿色：以下数据以重庆18定额为例，定额数据建议不修改，若在过程中有不同，过程控制时可按实际配合比进行调整黄色：填写数据绿色：相应结果一水泥砂浆楼地面材料用量测算表项目名称XX项目序号材料名称素水泥浆（m3）特细砂（t/m3）湿拌砂浆M15（m3)硬基层损耗率1找平砂浆1:20.101.001.032找平砂浆1:2.50.101.001.033找平砂浆1:30.101.001.034水泥砂浆楼地面1:2.50.101.001.035水泥砂浆楼地面1:30.101.001.036水泥砂浆楼梯1:2.50.101.001.037水泥砂浆台阶1:2.5(只有自拌266、砂浆）4791.3051.018石材、地面砖找平砂浆1:2（定额子目自带含量）(只有自拌砂浆）5701.2431.019石材、地面砖找平砂浆楼梯1:2.5（定额子目自带含量）(只有自拌砂浆）4791.3051.01在以上插入小计二砂石垫层、石屑、砼楼地面材料用量测算表（不变）序号材料名称水泥（kg/m3）特细砂（t/m3）连砂石、石屑、砾石、碎石（t）损耗率1楼地面垫层 砂1.5981.012楼地面垫层 砂石 天然级配1.2121.013楼地面垫层 碎石 干铺0.4061.6681.014楼地面混凝土面层自拌砼100mm厚度3440.5061.3781.018780.9571.015楼地面 水267、泥瓜米石(石屑)浆 面层30mm 无垫5491.5121.01656楼地面 水泥豆石浆 面层30mm 无垫5871.6431.01657楼梯地面 水泥瓜米石(石屑)浆面层30mm 无垫5491.5121.01658楼梯地面 水泥豆石浆 面层30mm无垫5871.6431.0165在以上插入小计三抹灰材料用量测算表序号材料名称素水泥浆（m3）湿拌砂浆M10（m3)厚度（mm）损耗率（一）水泥砂浆（内墙通常为18，外墙为20，自行增减）1水泥砂浆-砖墙面（内墙）0.111181.31112水泥砂浆-砼墙面（内墙）0.111181.50553水泥砂浆-轻质墙面（内墙）0.111181.31114水泥268、砂浆-零星（内墙）0.111181.31115水泥砂浆-矩形梁柱面（内墙）0.111181.43886水泥砂浆-砖柱面（内墙）0.111181.2555序号材料名称水泥（kg/m3）特细砂（t/m3）连砂石、石屑、砾石、碎石（t）损耗率1水泥砂浆-砖墙面（外墙）0.111201.31112水泥砂浆-砼墙面（外墙）0.111201.50553水泥砂浆-轻质墙面（外墙）0.111201.31114水泥砂浆-零星（外墙）0.111201.31115水泥砂浆-矩形梁柱面（外墙）0.111201.43886水泥砂浆-砖柱面（外墙）0.111201.25551水泥砂浆-砼天棚（14厚）0.111141.0269、714在以上插入小计序号材料名称水泥（kg/m3）特细砂（t/m3）石灰膏(m3)厚度（mm）（二）混合砂浆（只有现拌）（内墙通常为18，外墙为20，自行增减）混合砂浆(特细砂)（m3）1混合砂浆-砖墙面（内墙）2321.3990.192132混合砂浆-砼墙面(有1：2.5水泥砂浆，含量已综合）（内墙）2321.3990.192133混合砂浆-轻质墙面（内墙）2321.3990.192134混合砂浆-零星（内墙）2321.3990.192135混合砂浆-矩形梁柱面(有1：2.5水泥砂浆，含量已综合）（内墙）2321.3990.192131混合砂浆-砖墙面（外墙）2321.3990.192132270、混合砂浆-砼墙面(有1：2.5水泥砂浆，含量已综合）（外墙）2321.3990.192133混合砂浆-轻质墙面（外墙）2321.3990.192134混合砂浆-零星（外墙）2321.3990.192135混合砂浆-矩形梁柱面(有1：2.5水泥砂浆，含量已综合）（外墙）2321.3990.19213在以上插入小计四墙体材料查询表序号墙体种类砌体(m3/m3)200*95*53(千匹/m3)240*115*53(千匹/m3)湿拌砂浆耗量(m3/m3)1页岩空心砖0.6480.21600.16122厚壁页岩空心砖0.6480.21600.16123节能型页岩空心砖0.6480.21600.16124271、加气砼砌块0.6830.21600.11225加气砼砌块精确自承重0.6830.21600.11226加气砼砌块精确自保温贴片0.6830.21600.11227砼砌块0.6830.21600.11228空心砌块0.6830.21600.11229多孔砖0.810.05400.169310100厚砖墙00.81300.20411200厚砖墙00.76800.244812200厚砖墙耐火砖00.76800.244813120厚砖墙000.55850.19514240厚砖墙000.53370.235915370厚砖墙000.5290.248916砖砌台阶（m2)000.11920.56117砌块（272、片）石挡墙1.1660.36718砌块毛条石挡墙1.040.11919砌块清条石栏杆10.0720240厚砖墙基础000.52620.245821240厚砖围墙000.5750.215222200厚砖围墙00.82700.25723100厚贴砖墙（地下室挡墙外的护墙）00.819700.315224120厚贴砖墙（地下室挡墙外的护墙）000.56310.288725零星240厚砖墙000.55140.214226零星200厚砖墙00.79300.223427零星页岩空心砖0.68040.226800.177828零星多孔砖0.8510.05700.169229零星砼砌块（加气块参照）0.717273、20.226800.1349在以上插入小计五屋面找坡层材料用量测算表序号材料名称水泥（kg/m3）炉渣（t/m3）粉煤灰（kg/m3）陶粒（m3/m3）1水泥炉渣砼1：62811.0482水泥陶粒砼165331.13在以上插入小计六地材汇总表序号材料名称及编号单位总工程量水泥砂浆楼地面工程量砂石垫层、石屑、砼楼地面工程量地地材材砌体1 页岩空心砖m3861.8402 加气砼砌块m3409.8003 砼砌块m30.0004 空心砌块m30.0005 多孔砖m3996.6006 厚壁页岩空心砖m3388.8007 节能型页岩空心砖m3388.8008 加气砼砌块精确自承重m3409.8009 加气274、砼砌块精确自保温贴片m3409.80010 页岩砖配砖200*95*53千匹4328.28011 耐火砖200*95*53千匹460.80012 页岩标砖240*115*53千匹698.24013 块片石m31.16614 毛条石m3728.00015 清条石m31.000在以上插入砂石1 特细砂t1060.68790.072835.9182 连砂石t0.0000.0003 石屑t0.7820.7824 砾石t0.9680.9685 碎石t118.484118.4846 石灰膏m318.7127 炉渣t370.4688 粉煤灰t12.0129 陶粒m3411.32010 湿拌砂浆M5（砌体）m275、32323.55711 湿拌砂浆M7.5（砌体）m316.12012 湿拌砂浆M10（墙面）m370.02513 湿拌砂浆M15(地面）m365.94465.944在以上插入水泥1 32.5普通水泥t249.13152615.694849.4680.000在以上插入0.000填充层损耗率测算用量厚度（mm)硬基层填充层水泥（kg）（素水泥浆）特细砂（t）湿拌砂浆（m3)（素水泥浆）水泥（kg）（素水泥浆）1.2905201.540.000.02060.001.2905201.540.02060.001.2905201.540.02060.001.2905201.540.02060.001.29276、05201.540.02060.00202.160.029250.002518.680.032515.930.030.002518.680.03测算用量图算工程量（m2)总材料用量浅绿色：以下数据以重庆18定额为例，定额数据建议不修改，若在过程中有不同，过程控制时可按实际配合比进行调整厚度（mm)水泥（kg含素水泥浆）特细砂（t）连砂石、石屑、砾石、碎石（t）水泥（kg）10001.6145000.00010000.0001.2200.0001000.0410.177000.00010036.280.0510.144145.13654.430.005417.7363018.280.0000.0277、56109.6913019.440.0000.057136.0843025.090.0000.068200.7223026.680.0000.079240.1001238849.468测算用量图算工程量（m2)总材料用量水泥砂浆（kg/m2）湿拌砂浆(m3/m2)水泥砂浆（kg）湿拌砂浆M10（m3）1.6930.023614002370.06033.0401.6930.027111.6930.0271.6930.023611.6930.0241.6930.023611.6930.0241.6930.025911.6930.0261.6930.022611.6930.023图算工程量（m2)1278、.6930.026214002370.06036.7111.6930.030111.6930.0301.6930.026211.6930.0261.6930.026211.6930.0261.6930.028811.6930.0291.6930.025111.6930.0251.6930.015011.6930.01528114758.74270.025损耗率水泥（kg/m3）特细砂（t/m3）石灰膏(m3)厚度（mm）损耗率混合砂浆(特细砂)10.52.5（m3）1.2464631.1610.16651.381.2464631.1610.16652.081.2464631.1610.1665279、1.381.1924631.1610.16651.341.1924631.1610.166521.2464631.1610.16651.381.2464631.1610.16652.081.2464631.1610.16651.381.1924631.1610.16651.341.1924631.1610.16652M5水泥砂浆M7.5水泥砂浆图算工程量总材料用量湿拌砂浆（m3)湿拌砂浆（m3)M5水泥砂浆（m3)M7.5水泥砂浆（m3)湿拌砂浆M5（m3)湿拌砂浆M7.5（m3)0.16120.161260010096.72016.1200.16120.161260096.7200.0000280、.16120.161260096.7200.0000.11220.112260067.3200.0000.11220.112260067.3200.0000.11220.112260067.3200.0000.11220.11220.0000.0000.11220.11220.0000.0000.16930.1693600101.5800.0000.2040.2040.0000.0000.24480.24481200293.7600.0000.24480.2448600146.8800.0000.1950.195700136.5000.0000.23590.235910023.5900.000281、0.24890.248910024.8900.0000.5610.561300168.3000.0000.3670.36710.3670.0000.1190.11970083.3000.0000.070.0710.0700.0000.24580.245810024.5800.0000.21520.215210021.5200.0000.2570.2571200308.4000.0000.31520.31520.0000.0000.28870.28870.0000.0000.21420.214210021.4200.0000.22340.22341200268.0800.0000.17780.1282、778600106.6800.0000.16920.1692600101.5200.0000.13490.13490.0000.0000.0000.0000.0000.000118021002323.55716.120损耗率测算用量厚度（mm)水泥（kg含素水泥浆）炉渣（t）粉煤灰（kg）陶粒（m3）1.011000283.811.0581.041000171.600.00034.321.18抹灰材料工程量墙体工程量屋面工程量861.840409.8000.0000.000996.600388.800388.800409.800409.8004328.280460.800698.2401.16283、6728.0001.000134.69818.712370.46812012.000411.3202323.55716.12070.02536272.263159393.500图算工程量总材料用量硬基层（m2)填充层（m2)水泥（kg）特细砂（t）湿拌砂浆M15（m3)湿拌砂浆（m3)0.02581100154.206002.0600.025817004001080.47424.7440.025819002929.91439.1400.02580.0000.0000.02580.0000.0000.00000.0000.00070013072.80023.0660.0000.000014002284、2305.50043.9400.00070013072.80023.0660.000550040052615.69490.07265.944填充层总材料用量特细砂（t）连砂石（t）石屑（t）砾石（t）碎石（t）806.9900.0000.00028.704117.9280.2040.5570.0190.0000.2770.0000.3510.0000.5050.0000.618835.9180.0000.7820.968118.484水泥（kg/m2）特细砂（t/m3）石灰膏(m3)图算工程量（m2)水泥（kg/m2）特细砂（t/m3）石灰膏(m3)6.950.0310.00431400973285、3.69042.9415.9588.570.0350.00487006001.19524.3153.3856.950.0310.004316.9530.0310.0046.700.0290.004116.6970.0290.0048.230.0330.004618.2250.0330.0056.950.0310.004314009733.69042.9415.9588.570.0350.00487006001.19524.3153.3856.950.0310.004316.9530.0310.0046.700.0290.004116.6970.0290.0048.230.0330.004618286、.2250.0330.005420631513.521134.69818.712页岩空心砖(m3)加气砼砌块(m3)砼砌块(m3)空心砌块(m3)多孔砖(m3)厚壁页岩空心砖节能型页岩空心砖453.600388.800388.800409.8000.0000.000486.000总材料用量408.240510.6000.000861.840409.8000.0000.000996.600388.800388.800图算工程量（m3)总材料用量水泥（kg）炉渣（t）粉煤灰（kg）陶粒（m3）35099333.500370.46835060060.0000.00012012.000411.3207287、00159393.500370.46812012.000411.320加气砼砌块精确自承重加气砼砌块精确自保温贴片200*95*53(千匹)200*95*53(千匹)耐火砖240*115*53(千匹)块片石(m3)151.2000.000129.6000.000129.6000.000129.6000.000409.800129.6000.000409.800129.6000.0000.0000.0000.0000.00032.4000.0000.0000.000921.6000.000460.800460.8000.000390.95053.37052.90035.7601.16652.62288、057.500992.4000.0000.0000.0000.0000.000总材料用量55.140951.6000.000136.0800.00034.2000.0000.0000.000409.800409.8004328.280460.800698.2401.166毛条石(m3)清条石(m3)728.0001.000728.0001.000地地材材分分析析基基础础数数据据(自自施施分分部部分分项项工工程程）说明：表格颜色说明：浅绿色：以下数据以重庆18定额为例，定额数据建议不修改，若在过程中有不同，过程控制时可按实际配合比进行调整黄色：填写数据绿色：相应结果一水泥砂浆楼地面材料用量测算表289、项目名称XX项目序号材料名称素水泥浆（m3）特细砂（t/m3）20厚干拌砂浆M15耗量(t/m2)硬基层20厚干拌砂浆M15耗量(t/m3)填充层1找平砂浆1:20.100.03430.04302找平砂浆1:2.50.100.03430.04303找平砂浆1:30.100.03430.04304水泥砂浆楼地面1:2.50.100.03435水泥砂浆楼地面1:30.100.03436水泥砂浆楼梯1:2.50.100.04737水泥砂浆台阶1:2.5(只有自拌砂浆）4791.3058石材、地面砖找平砂浆1:2（定额子目自带含量）(只有自拌砂浆）5701.2439石材、地面砖找平砂浆楼梯1:2.5（290、定额子目自带含量）(只有自拌砂浆）4791.305在以上插入小计二砂石垫层、石屑、砼楼地面材料用量测算表（不变）序号材料名称水泥（kg/m3）特细砂（t/m3）连砂石、石屑、砾石、碎石（t）损耗率1楼地面垫层 砂1.5981.012楼地面垫层 砂石 天然级配1.2121.013楼地面垫层 碎石 干铺0.4061.6681.014楼地面混凝土面层自拌砼100mm厚度3440.5061.3781.018780.9571.015楼地面 水泥瓜米石(石屑)浆 面层30mm 无垫5491.5121.01656楼地面 水泥豆石浆 面层30mm 无垫5871.6431.01657楼梯地面 水泥瓜米石(石屑)291、浆面层30mm 无垫5491.5121.01658楼梯地面 水泥豆石浆 面层30mm无垫5871.6431.0165在以上插入小计三抹灰材料用量测算表序号材料名称素水泥浆（m3）18厚干拌砂浆M10耗量(t/m2)厚度（mm）损耗率（一）水泥砂浆（内墙通常为18，外墙为20，自行增减）1水泥砂浆-砖墙面（内墙）0.110.03931812水泥砂浆-砼墙面（内墙）0.110.045221813水泥砂浆-轻质墙面（内墙）0.110.03931814水泥砂浆-零星（内墙）0.110.03771815水泥砂浆-矩形梁柱面（内墙）0.110.04341816水泥砂浆-砖柱面（内墙）0.110.03771292、81序号材料名称水泥（kg/m3）特细砂（t/m3）连砂石、石屑、砾石、碎石（t）损耗率1水泥砂浆-砖墙面（外墙）0.110.03931812水泥砂浆-砼墙面（外墙）0.110.045221813水泥砂浆-轻质墙面（外墙）0.110.03931814水泥砂浆-零星（外墙）0.110.03771815水泥砂浆-矩形梁柱面（外墙）0.110.04341816水泥砂浆-砖柱面（外墙）0.110.03771812水泥砂浆-砼天棚（14厚）0.110.025141在以上插入小计序号材料名称水泥（kg/m3）特细砂（t/m3）石灰膏(m3)厚度（mm）（二）混合砂浆（只有现拌）（内墙通常为18，外墙为20293、，自行增减）混合砂浆(特细砂)（m3）1混合砂浆-砖墙面（内墙）2321.3990.192132混合砂浆-砼墙面(有1：2.5水泥砂浆，含量已综合）（内墙）2321.3990.192133混合砂浆-轻质墙面（内墙）2321.3990.192134混合砂浆-零星（内墙）2321.3990.192135混合砂浆-矩形梁柱面(有1：2.5水泥砂浆，含量已综合）（内墙）2321.3990.192131混合砂浆-砖墙面（外墙）2321.3990.192132混合砂浆-砼墙面(有1：2.5水泥砂浆，含量已综合）（外墙）2321.3990.192133混合砂浆-轻质墙面（外墙）2321.3990.19213294、4混合砂浆-零星（外墙）2321.3990.192135混合砂浆-矩形梁柱面(有1：2.5水泥砂浆，含量已综合）（外墙）2321.3990.19213在以上插入小计四墙体材料查询表序号墙体种类砌体(m3/m3)200*95*53(千匹/m3)240*115*53(千匹/m3)干拌砂浆耗量(t/m3)1页岩空心砖0.6480.21600.26862厚壁页岩空心砖0.6480.21600.26863节能型页岩空心砖0.6480.21600.26864加气砼砌块0.6830.21600.21425加气砼砌块精确自承重0.6830.21600.21426加气砼砌块精确自保温贴片0.6830.21600295、.21427砼砌块0.6830.21600.21428空心砌块0.6830.21600.21429多孔砖0.810.05400.282210100厚砖墙00.81300.3411200厚砖墙00.76800.40812200厚砖墙耐火砖00.76800.40813120厚砖墙000.55850.336314240厚砖墙000.53370.393215370厚砖墙000.5290.414816砖砌台阶（m2)000.11920.623917砌块（片）石挡墙1.1660.623918砌块毛条石挡墙1.040.202319砌块清条石栏杆10.11920240厚砖墙基础000.52620.407821296、240厚砖围墙000.5750.358722200厚砖围墙00.82700.428423100厚贴砖墙（地下室挡墙外的护墙）00.819700.513424120厚贴砖墙（地下室挡墙外的护墙）000.56310.481125零星240厚砖墙000.55140.364126零星200厚砖墙00.79300.372327零星页岩空心砖0.68040.226800.28228零星多孔砖0.8510.05700.296329零星砼砌块（加气块参照）0.71720.226800.2249在以上插入小计五屋面找坡层材料用量测算表序号材料名称水泥（kg/m3）炉渣（t/m3）粉煤灰（kg/m3）陶粒（m3/297、m3）1水泥炉渣砼1：62811.0482水泥陶粒砼165331.13在以上插入小计六地材汇总表序号材料名称及编号单位总工程量水泥砂浆楼地面工程量砂石垫层、石屑、砼楼地面工程量地地材材砌体1 页岩空心砖m3861.8402 加气砼砌块m3409.8003 砼砌块m30.0004 空心砌块m30.0005 多孔砖m3996.6006 厚壁页岩空心砖m3388.8007 节能型页岩空心砖m3388.8008 加气砼砌块精确自承重m3409.8009 加气砼砌块精确自保温贴片m3409.80010 页岩砖配砖200*95*53千匹4328.28011 耐火砖200*95*53千匹460.80012 298、页岩标砖240*115*53千匹698.24013 块片石m31.16614 毛条石m3728.00015 清条石m31.000在以上插入砂石1 特细砂t1062.47191.855835.9182 连砂石t0.0000.0003 石屑t0.7820.7824 砾石t0.9680.9685 碎石t118.484118.4846 石灰膏m318.7127 炉渣t370.4688 粉煤灰t12.0129 陶粒m3411.32010 干拌砂浆M5（砌体）t3839.37311 干拌砂浆M7.5（砌体）t26.86012 干拌砂浆M10（墙面）t110.47213 干拌砂浆M15(地面）t121.51299、6121.516在以上插入水泥1 32.5普通水泥t250.50553989.520849.4680.000在以上插入0.000硬基层损耗率测算用量厚度（mm)硬基层填充层水泥（kg）（素水泥浆）特细砂（t）干拌砂浆（t)水泥（kg）（素水泥浆）201.540.0343201.540.0343201.540.0343201.540.0343201.540.0343202.150.04731.032519.000.031.032516.220.031.032519.000.03测算用量图算工程量（m2)总材料用量浅绿色：以下数据以重庆18定额为例，定额数据建议不修改，若在过程中有不同，过程控制时300、可按实际配合比进行调整厚度（mm)水泥（kg含素水泥浆）特细砂（t）连砂石、石屑、砾石、碎石（t）水泥（kg）10001.6145000.00010000.0001.2200.0001000.0410.177000.00010036.280.0510.144145.13654.430.005417.7363018.280.0000.056109.6913019.440.0000.057136.0843025.090.0000.068200.7223026.680.0000.079240.1001238849.468测算用量图算工程量（m2)总材料用量水泥砂浆（kg/m2）干拌砂浆(t/m2)水301、泥（kg）干拌砂浆M10（t）1.6930.039314002370.06055.0201.6930.045211.6930.0451.6930.039311.6930.0391.6930.037711.6930.0381.6930.043411.6930.0431.6930.037711.6930.038图算工程量（m2)1.6930.039314002370.06055.0201.6930.045211.6930.0451.6930.039311.6930.0391.6930.037711.6930.0381.6930.043411.6930.0431.6930.037711.6930.0302、381.6930.025011.6930.02528114758.742110.472损耗率水泥（kg/m3）特细砂（t/m3）石灰膏(m3)厚度（mm）损耗率混合砂浆(特细砂)10.52.5（m3）1.2464631.1610.16651.381.2464631.1610.16652.081.2464631.1610.16651.381.1924631.1610.16651.341.1924631.1610.166521.2464631.1610.16651.381.2464631.1610.16652.081.2464631.1610.16651.381.1924631.1610.1665303、1.341.1924631.1610.16652M5水泥砂浆M7.5水泥砂浆图算工程量总材料用量干拌砂浆（t)干拌砂浆（t)M5水泥砂浆（m3)M7.5水泥砂浆（m3)干拌砂浆M5（t)干拌砂浆M7.5（t)0.26860.2686600100161.16026.8600.26860.2686600161.1600.0000.26860.2686600161.1600.0000.21420.2142600128.5200.0000.21420.2142600128.5200.0000.21420.2142600128.5200.0000.21420.21420.0000.0000.21420.304、21420.0000.0000.28220.2822600169.3200.0000.340.340.0000.0000.4080.4081200489.6000.0000.4080.408600244.8000.0000.33630.3363700235.4100.0000.39320.393210039.3200.0000.41480.414810041.4800.0000.62390.6239300187.1700.0000.62390.623910.6240.0000.20230.2023700141.6100.0000.1190.11910.1190.0000.40780.40781305、0040.7800.0000.35870.358710035.8700.0000.42840.42841200514.0800.0000.51340.51340.0000.0000.48110.48110.0000.0000.36410.364110036.4100.0000.37230.37231200446.7600.0000.2820.282600169.2000.0000.29630.2963600177.7800.0000.22490.22490.0000.0000.0000.0000.0000.000118021003839.37326.860损耗率测算用量厚度（mm)水泥（kg含306、素水泥浆）炉渣（t）粉煤灰（kg）陶粒（m3）1.011000283.811.0581.041000171.600.00034.321.18抹灰材料工程量墙体工程量屋面工程量861.840409.8000.0000.000996.600388.800388.800409.800409.8004328.280460.800698.2401.166728.0001.000134.69818.712370.46812012.000411.3203839.37326.860110.47236272.263159393.500图算工程量总材料用量硬基层（m2)填充层（m2)水泥（kg）特细砂（t）干拌砂307、浆M15（t)干拌砂浆（t)0.04301100154.000003.4340.043017004001078.00041.2420.0430119002926.00065.246100154.0003.434100154.0003.434100215.4004.72670013301.81023.5230.000140022704.50044.8100.00070013301.81023.5230.000580040053989.52091.855121.516填充层总材料用量特细砂（t）连砂石（t）石屑（t）砾石（t）碎石（t）806.9900.0000.00028.704117.9280308、.2040.5570.0190.0000.2770.0000.3510.0000.5050.0000.618835.9180.0000.7820.968118.484水泥（kg/m2）特细砂（t/m3）石灰膏(m3)图算工程量（m2)水泥（kg/m2）特细砂（t/m3）石灰膏(m3)6.950.0310.004314009733.69042.9415.9588.570.0350.00487006001.19524.3153.3856.950.0310.004316.9530.0310.0046.700.0290.004116.6970.0290.0048.230.0330.004618.225309、0.0330.0056.950.0310.004314009733.69042.9415.9588.570.0350.00487006001.19524.3153.3856.950.0310.004316.9530.0310.0046.700.0290.004116.6970.0290.0048.230.0330.004618.2250.0330.005420631513.521134.69818.712页岩空心砖(m3)加气砼砌块(m3)砼砌块(m3)空心砌块(m3)多孔砖(m3)厚壁页岩空心砖节能型页岩空心砖453.600388.800388.800409.8000.0000.000486310、.000总材料用量408.240510.6000.000861.840409.8000.0000.000996.600388.800388.800图算工程量（m3)总材料用量水泥（kg）炉渣（t）粉煤灰（kg）陶粒（m3）35099333.500370.46835060060.0000.00012012.000411.320700159393.500370.46812012.000411.320加气砼砌块精确自承重加气砼砌块精确自保温贴片200*95*53(千匹)200*95*53(千匹)耐火砖240*115*53(千匹)块片石(m3)151.2000.000129.6000.000129.6311、000.000129.6000.000409.800129.6000.000409.800129.6000.0000.0000.0000.0000.00032.4000.0000.0000.000921.6000.000460.800460.8000.000390.95053.37052.90035.7601.16652.62057.500992.4000.0000.0000.0000.0000.000总材料用量55.140951.6000.000136.0800.00034.2000.0000.0000.000409.800409.8004328.280460.800698.2401.166毛条石(m3)清条石(m3)728.0001.000728.0001.000
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