毕业设计层框架结构食堂建安工程预算书含工程量计算

题目江西XX大学XX食堂工程预预算书系别：：专业：：工程造价班级：：100工造一班学号：：学学生姓名：指指导教师：完完成日期：22013年4月5日目录1工程概况及特特点1.1工程概概况....................................................................................21..2结构特点………............................................................................21.3现场情况况.......................................................................................21.4施工条件件.......................................................................................22编制说明2.1编制依依据......................................................................................32.2编制原则.......................................................................................332.3建设标准.....................................................................................43工程报价3．1工程程费用总表........................................................................553．2工程程费用计算表表3．2．1土土建工程费用用计算表.....................................................6.3.2.22装饰工程费费用计算表.....................................................73．2．3安安装工程费用用计算表.....................................................83．3工程预预算表3．3．1土建工程预预算.................................................................93．3．2装饰工程预预算表............................................................173．3．3安装工程预预算表............................................................213．4工料料分析及汇总总表3．4．1土建建工程工料分分析及汇总表表.......................................2443．4．2装饰饰工程工料分分析及汇总表表.......................................2663．4．3安装装工程主材汇汇总表........................................................2283.5工程价差差调整表土建工程价差调调整表...........................................................30装饰工程价差调调整表...........................................................31安装工程价差调调整表……..........................314工程量计算过过程..............................................................................321.工程概况及及特点1.1工程概况况名称:江西XXX大学X食堂性质：新建建设地点：：江西省南XX大学南校区区内用途：综合建筑施工图样情情况出齐已会会审。施工合合同已签订建筑层数：1-3层抗震设防防烈度：3级建筑面积：1082平方米使用年限：500年工程建设单单位：江西XX建设集团设计单位：江西西省XX设计院施工单位：：江西X建设集团监理单位：XXX建设监理服服务有限公司司1.2结构特特点本工程结构为框框架结构。地地基类型为天天然地基，基基础类型为柱柱下交叉，基基础梁片阀基基础上部结构构类型为框架架剪力墙结构构。1.3现场情况本工程位于江西西XX大学一号教教学楼南侧，楼楼北侧东侧为为开阔地西侧侧为待建湖。地地质情况一般般基础深度范范围内无地冬冬季施工时间间每年的11月15日~3月15日雨季施工时间每每年的6月15日~9月15日。1.4施工条件：：现场已实现三通通一平，当地地交通运输条条件良好，东东临XX路。南邻XX路，校园内内有环通的XX大道，能保保证资源的供供应，施工机机械劳动力已已基本落实。项项目管理实行行内部承包，现现场临时设施施、供水、供供电问题已解解决。2编制说明2.1编制依依据国家标准《地下下防水工程施施工质量验收收规范》GB502208-20002国家标准《工工程测量规范范》GBJ500026-993国家标准《土土方与爆破工工程施工及验验收规范》GBJ2001-83国家标准《地地下工程防水水技术规范》GB501108-20001国家标准《建建筑地基基础础工程施工质质量验收规范范》GB502202-2000国家标准《混凝凝土结构施工工质量验收规规范》GB502204-20002国家标准《混混凝土质量控控制标准》GBJ500205-22002国家标准《建建筑工程施工工质量验收统统一标准》GB503300-20001国家标准《钢钢筋混凝土用用热轧带肋钢钢筋》GB14999.2---2007国家标准《低低碳热轧圆盘盘条》GB14999.1---2007国家标准《建建设工程项目目管理规范》GB/T550326--2001国家标准《混混凝土强度检检验评定标准准》GBBJ107--872.2编制原则则《混凝土强度检检验评定标准准》GBJ1007-87《建筑地基基基础工程施施工质量验收收规范》GGB502002-02《砌体工程施工工质量验收规规范》GB550203--02《混凝土结构施施工工程质量量验收规范》GB502204-022《屋面工程质量量验收规范》GB502207-022《建筑地面工程程施工质量验验收规范》GB502209-022《建筑装饰装修修工程质量验验收规范》GBB502100-01《建筑给水排水水及采暖工程程施工质量验验收规范》GB502242-20002《建筑电气气工程施工质质量验收规范范》GB503303-022《建筑工程程施工质量验验收统一标准准》GB500300-22001《建设工程程项目管理规规范》GB/T550236--2001《工程网络络计划技术规规程》JGJ//T10011-99《建设工程程文件归档整整理规范》GB503328-0112.3建设标准准行业标准《建筑筑变形测量规规程》JGJ/88-97行业标准《建建筑地基处理理技术规范》JGJ799-91行业标准《钢钢筋焊接及验验收规范》JGJ188-200行业标准《混混凝土泵送施施工技术规程程》JG/1TT0-95行业标准《钢钢筋机械连接接通用技术规规程》JGJ1007-96行业标准准《建筑施工工扣件式钢管管脚手架安全全技术规范》JGJ1330-2011行业标准《建建筑施工安全全检查标准》JGJ599-993工程报价3.1工程费用用总表代号名称金额备注1土建工程费用16435799.68详见2装饰工程费用478758..84详见3安装工程费用95993.118详见4总计22183311.7土建工程费用计计算表代号费用名称计算式式费率(%)金额〖土建工程部分分〗一直接工程费工程量×消耗量量定额基价654632..44二技术措施费按消耗量定额计计算133750..75三组织措施费(1)+(2))[不含环保安安全文明费]22647.2251其中：临时时设施费[(一)+(二二)]×费率1.269480.2442检验试验费费等六项[(一)+(二二)]×费率1.7513167四价差按有关规定计算算281861..42五企业管理费[(一)+(二二)+(三)]×费率3.5427436.668六利润[(一)+(二二)+(三)+(五)]×费率324074.552七估价及未计价材材估价项目3社保等四项项[(一)+(二二)+(三)+(五)+(六)]×费率5.3544220.8894上级(行业业)管理费[(一)+(二二)+(三)]×费率0.64650.288AW环保安全文明措措施费[(一)+(二二)+(三)+(五)+(六)+(3))+(4)]]×费率1.210505.116FW安全防护文明措措施费AW+(1)19985.44QT其他费5工程定额测测定费[(一)～(七七)+(3))+(4)++(QT)++(AW)]]×费率0.22335.599八规费(3)+(4))+(5)51206.776九税金[(一)～(八八)+(QTT)+(AWW)]×费率3.41339936.66十工程费用(一)～(九))+(QT))+(AW))16435799.68土建工程造价合合计16435799.683.2.22装饰工程费费用计算表代号费用名称计算式式费率(%)金额〖装饰工程部分分〗一直接工程费∑工程量×消耗耗量定额基价价375461..161其中：：人工费∑(工日数×人人工单价)93360.222二技术措施费∑(工程量×消消耗量定额基基价)16321.8852其中：：人工费∑(工日数×人人工单价)或按人工费费比例计算3920.9三组织措施费(4)+(5))[不含环保安安全文明费]11858.5573其中：：人工费(三)×费率151778.7994其中：临时时设施费[(1)+(22)]×费率5048.8995检验试验费费等六项[(1)+(22)]×费率6809.688四价差按有关规定计算算五企业管理费[(1)+(22)+(3))]×费率13.3313204.669六利润[(1)+(22)+(3))]×费率12.7212600.442七主材及估价部分分估价项目6社保等四项项[(1)+(22)+(3))]×费率26.7526498.5537上级(行业业)管理费[(一)+(二二)+(三)]×费率0.62421.855AW环保安全文明措措施费[(一)+(二二)+(三)+(五)+(六)+(6))+(7)]]×费率0.83666.944FW安全防护文明措措施费AW+(4)8715.8338工程定额测测定费[(一)～(七七)+(6))+(7)++(AW)]]×费率0.2924.07八规费(6)+(7))+(8)29844.445九税金[(一)～(八八)+(AWW)]×费率3.41315800.776十工程费用(一)+(二))+(三)+(四)+(五)+(六)+(七)+(八)+(九)+(AWW)478758..84装饰工程造价合合计478758..843．2．3安安装工程费用用计算表代号费用名称计算式式费率(%)金额〖安装工程部分分〗一直接工程费∑工程量×消耗耗量定额基价价7335.3441其中：：人工费∑(工日数×人人工单价)3616.8二技术措施费∑(工程量×消消耗量定额基基价)2其中：：人工费∑(工日数×人人工单价)或按人工费费比例计算三组织措施费(4)+(5))[不含环保安安全文明费]519.373其中：：人工费(三)×费率1577.914其中：临时时设施费[(1)+(22)]×费率5.61202.95检验试验费费等六项[(1)+(22)]×费率8.75316.47四人工价差赣建价[20007]6号文人工价价差调整54473.999五企业管理费[(1)+(22)+(3))]×费率23.76877.86六利润[(1)+(22)+(3))]×费率20.52758.15七主材及估价部分分未计价材及估价价27129.4486社保等四项项[(1)+(22)+(3))]×费率35.661317.5337上级(行业业)管理费[(一)+(二二)+(三)+主材费]×费率0.6206.47AW环保安全文明措措施费[(一)+(二二)+(三)+(五)+(六)+(6))+(7)]]×费率0.777.1FW安全防护文明措措施费AW+(4)2808工程定额测测定费[(一)～(七七)+(6))+(7)++(AW)]]×费率0.2129.77八规费(6)+(7))+(8)1653.777九税金[(一)～(八八)+(AWW)]×费率3.4133168.122十工程费用(一)+(二))+(三)+(四)+(五)+(六)+(七)+(八)+(九)+(AWW)95993.118工程总造价玖万伍仟玖佰玖玖拾叁元壹角角捌分95993.1183．3工程预预算表3．3．1土建工程预预算序号编号项目名称及规格格单位数量单位价值值（元）总价（元）未计价基价其中未计价基价其中材料工资材料工资1A1-1人工平整场地100m211.07238.53238.532642.22642.22A1-18换人工配合机械挖挖沟槽三类土深度2m内100m30.1682938.4442938.444493.66493.663A1-27换人工挖基坑三三类土深度2m内100m32.3661647.1221647.1223897.03897.14A1-104反铲挖掘机挖土土深度1.5m内装车1000m30.1512050.411141.00309.6121.295A1-181回填土方夯填填100m35.686832.96642.964736.23655.8776A2-18换走管式电动打桩桩机打桩(桩长10m内)^灌注桩砼C25卵石40mm||32.510m313.054573.877974.5559725.55912725.6677A4-451桩基础钢筋钢钢筋笼沉管灌注混凝土桩t4.0023428.677270.4913721.5541082.5008A3-1换砖基础^水泥砂砂浆M7.510m33.6481729.711301.746309.9881100.7559A3-10换混水砖墙1砖砖^水泥混合砂砂浆M7.510m313.0791871.699398.5624479.8835212.77710A3-10换混水砖墙1砖砖^水泥混合砂砂浆M510m310.0931847.611398.5618647.9934022.67711A3-36砖砌台阶10m20.443446.60120.32197.8453.3012A3-41砌体钢筋加固固t0.3023721.922584.211124.022176.43131-27人工挖基坑100m30.9521555.1551555.1551480.5001480.500141-33回填土,夯填100m30.600693.96519.84416.38311.90151-34原土打夯100m20.15553.0740.858.236.33161-35平整场地100m20.643192.85192.85124.00124.00171-36人工运土方100m30.353419.52419.52148.09148.09181-37×2人工运土方每增增加20m100m30.353186.96186.9666.0066.00193-22钢管里脚手架100m20.40198.9169.1639.6627.73204-54砌体钢筋加固t0.0173024.711472.3451.428.03214-91换砖砌池壁^水泥泥砂浆M7.510m30.9811275.133264.861250.900259.83225-80圈梁木模100m20.0701659.111656.64116.1445.96235-165预制平板木模10m30.041452.22123.3118.545.06245-197预制井盖木模10m30.1061349.700309.13143.0732.77255-198预制井圈木模10m30.0852253.933604.96191.5851.42265-237池底木模,木撑撑100m20.0332285.266982.3075.4132.42275-248池盖木模,木撑撑100m20.1152202.777756.01253.3286.94285-270现浇钢筋Φ100以内t0.1712879.522302.48492.4051.72295-271现浇钢筋Φ100以外t0.0662953.766163.02194.9510.76305-272现浇螺纹钢Φ220以内t0.0602935.244149.91176.118.99315-277预制钢筋Φ100以内t0.0743057.933409.45226.2930.30325-278预制钢筋Φ100以外t0.0392955.766158.46115.276.18335-322换混凝土圈梁^CC25/40010m30.0872060.411492.10179.2642.81345-368换混凝土预制平板板^C25//1010m30.0412228.711310.2791.3812.72355-393换混凝土预制井CC25/20010m30.0212191.466400.1446.028.40365-394换混凝土预制井圈圈^C25//2010m30.0852269.844399.76192.9433.98375-395换混凝土池底^CC25/40010m30.2811914.422310.46537.9587.24385-397换混凝土池盖^CC25/40010m30.1131938.611336.87219.0638.07395-438平板接头灌缝10m30.041666.17283.1027.3111.61405-444井圈接头灌缝10m30.084403.86131.8633.9211.08416-1平板运输1kmm内10m30.041788.3566.1232.322.71426-37井盖、井圈运输输1km内10m30.1061331.04493.48141.099.91436-266平板安装10m30.041213.57189.248.767.76446-293井盖、井圈安装装10m30.10598.8990.0610.389.46458-7换碎石基础垫层10m30.1401011.688164.62141.6423.05468-13换混凝土基础垫层层C1010m30.0141492.822300.0520.904.20478-16换水泥砂浆找平层层1:2.55100m20.140632.03163.2188.4822.85488-20换池底抹防水砂浆浆厚201::2.5100m20.086717.79209.5761.7318.02499-162换玛蹄脂填缝100×110100m0.093380.00137.5635.3412.795011-22换池壁抹防水砂浆浆厚201::2.5100m20.426789.16295.83336.18126.0251A4-13换混凝土垫层^^c15ll40/322.510m34.3971880.411309.268268.1661359.82252A4-13×aa1.2换混凝土垫层10m32.8391815.911371.115155.3771053.58853A4-22现浇桩承台10m36.8292071.344332.2914145.1182269.21154A10-31现浇独立式桩承承台九夹板模木撑100m21.2561797.288693.962257.388871.6155A4-445现浇构件圆钢筋筋Φ10以内t1.0243532.422374.123617.200383.1056A4-446现浇构件圆钢筋筋Φ10以外t3.7563393.000201.6312744.111757.3257A4-447现浇构件螺纹钢钢筋Φ20以内t0.6833411.899185.422330.322126.6458A4-29现浇矩形柱10m38.7822255.999546.3819812.1104798.31159A10-54现浇矩形柱九九夹板模木撑100m29.2482155.100752.4719930.3366958.84460A4-445现浇构件圆钢筋筋Φ10以内t4.7423532.422374.1216750.7741774.08861A4-446现浇构件圆钢筋筋Φ10以外t1.7563393.000201.635958.111354.0662A4-447现浇构件螺纹钢钢筋Φ20以内t3.6893411.899185.4212586.446684.0163A4-448现浇构件螺纹钢钢筋Φ20以外t8.5193288.911125.4928018.2221069.05564A4-31现浇构造柱10m30.0322356.199646.9675.4020.7065A10-61现浇构造柱木木模木撑100m20.0262653.4441096.51168.9928.5166A4-445现浇构件圆钢筋筋Φ10以内t0.0073532.422374.1224.732.6267A4-446现浇构件圆钢筋筋Φ10以外t0.0263393.000201.6388.225.2468A4-447现浇构件螺纹钢钢筋Φ20以内t0.0133411.899185.4244.352.4169A4-32现浇基础梁10m34.7132035.977336.769595.5331587.15570A10-66现浇基础梁九九夹板模木撑100m23.9262130.377691.378363.8332714.32271A4-445现浇构件圆钢筋筋Φ10以内t1.8383532.422374.126492.599687.6372A4-446现浇构件圆钢筋筋Φ10以外t1.3673393.000201.634638.233275.6373A4-447现浇构件螺纹钢钢筋Φ20以内t1.4143411.899185.424824.411262.1874A4-448现浇构件螺纹钢钢筋Φ20以外t3.2993288.911125.4910850.111413.9975A4-33现浇单梁连续梁梁10m31.4692090.977391.753071.633575.4876A10-70现浇单梁、连续续梁九夹板模木撑100m21.3062632.444942.123437.9771230.41177A4-445现浇构件圆钢筋筋Φ10以内t0.4413532.422374.121557.800164.9978A4-446现浇构件圆钢筋筋Φ10以外t1.0283393.000201.633488.000207.2879A4-447现浇构件螺纹钢钢筋Φ20以内t0.4553411.899185.421552.41184.3780A4-448现浇构件螺纹钢钢筋Φ20以外t1.0433288.911125.493430.333130.8981A4-36现浇过梁10m30.3702378.388658.94880.00243.8182A10-73现浇过梁九夹夹板模木撑100m20.4382922.9331164.9001280.244510.2383A4-445现浇构件圆钢筋筋Φ10以内t0.1513532.422374.12533.4056.4984A4-446现浇构件圆钢筋筋Φ10以外t0.2003393.000201.63678.6040.3385A4-447现浇构件螺纹钢钢筋Φ20以内t0.1153411.899185.42392.3721.3286A4-43现浇有梁板10m326.3042137.933329.9456236.1118678.74487A10-1000现浇有梁板九九夹板模木撑100m218.3602334.100771.7442854.00814169.11588A4-445现浇构件圆钢筋筋Φ10以内t16.8353532.422374.1259468.2296298.31189A4-446现浇构件圆钢筋筋Φ10以外t3.9463393.000201.6313388.778795.6390A4-447现浇构件螺纹钢钢筋Φ20以内t6.3133411.899185.4221539.2261170.56691A4-448现浇构件螺纹钢钢筋Φ20以外t9.4693288.911125.4931142.6691188.26692A4-48现浇楼梯直形形10m26.206592.38145.233676.311901.3093A10-1177现浇楼梯直形形木模木撑10m26.206561.05260.383481.8881615.92294A4-445现浇构件圆钢筋筋Φ10以内t0.4963532.422374.121752.088185.5695A4-446现浇构件圆钢筋筋Φ10以外t0.4963393.000201.631682.933100.0196A4-447现浇构件螺纹钢钢筋Φ20以内t0.1243411.899185.42423.0722.9997A4-59现浇台阶1000m2投影面积100m20.6393633.133737.432321.577471.2298A10-1211现浇台阶木模模木撑100m20.6391243.700632.15794.72403.9499A4-53现浇栏板10m30.9272589.433775.032400.400718.45100A10-1222现浇栏板木模模木撑100m23.1432020.566743.076350.6222335.477101A4-445现浇构件圆钢筋筋Φ10以内t0.1953532.422374.12688.8272.95102A4-446现浇构件圆钢筋筋Φ10以外t0.6493393.000201.632202.066130.86103A4-58现浇天沟挑檐10m30.4742487.566628.161179.100297.75104A10-1266现浇挑檐天沟木模木撑100m20.7192450.9001312.0111762.200943.34105A4-445现浇构件圆钢筋筋Φ10以内t0.4033532.422374.121423.577150.77106A4-446现浇构件圆钢筋筋Φ10以外t0.0953393.000201.63322.3419.15107A4-57现浇小型构件10m30.4112681.588761.171102.133312.84108A10-1277现浇小型构件木模木撑100m20.8983038.0111115.0882728.1331001.344109A4-445现浇构件圆钢筋筋Φ10以内t0.2063532.422374.12727.6877.07110A4-446现浇构件圆钢筋筋Φ10以外t0.0493393.000201.63166.269.88111A4-61现浇小型池槽10m30.0422598.122758.82109.1231.87112A10-1299现浇小型池槽木模木撑外形体积10m30.0422698.9881256.311113.3652.77113A4-445现浇构件圆钢筋筋Φ10以内t0.0223532.422374.1277.718.23114A4-446现浇构件圆钢筋筋Φ10以外t0.0103393.000201.6333.932.02装饰工程预算表表序号编号项目名称及规格格单位数量单位价值值（元）总价（元）未计价基价其中未计价基价其中材料工资材料工资115A7-51SBS卷材二二层100m28.7045980.433178.6052053.6661554.533116A7-77屋面排水铸铁铁雨水口直径100mmm10个1.000439.5975.91439.5975.91117A7-81屋面排水铸铁铁弯头(含箅子板)10个0.100619.5484.1361.958.41118A7-82屋面排水PVVC水落管Φ11010m10.410254.4667.922648.933707.05119A7-84屋面排水PVVC水斗Φ11010只1.100226.6670.74249.3377.81120A7-86屋面排水PVVC阳台排水管单阳台组1.00027.9911.2827.9911.28121A7-88墙(地)面防水水、防潮防水砂浆平面100m20.521729.85232.65380.25121.21122A8-196屋面保温泡沫沫混凝土块10m33.1691973.077121.976252.666386.52123A8-202屋面保温现浇浇水泥蛭石10m33.9611998.199181.667914.833719.56124A8-223屋面隔热聚苯苯乙烯泡沫塑塑料板10m33.1696586.7991096.98820873.5543476.333125A10-32现浇混凝土基础础垫层木模板(木撑)100m20.7211483.844314.431069.855226.70126A11-2毛竹脚手架115m内双排100m224.885476.47159.8011856.9963976.622127A11-1毛竹脚手架77m内单排100m26.752218.7597.291477.000656.90128A11-16挑脚手架钢管管架100延长米0.090741.87576.6966.7751.90129A11-12里脚手架毛竹竹100m20.073182.4978.2613.325.71130A12-14垂直运输,200m内卷扬机,科研用房及及其他现浇框架100m215.8531630.17725843.0090.00131B1-1换砼或硬基层上水泥砂浆找找平层厚度20mm~厚度25mm100m27.922800.18331.326339.0332624.722132B1-1砼或硬基层上水泥砂浆找找平层厚度20mm100m223.766665.18280.7315808.6676671.833133B1-88陶瓷地砖(彩釉釉砖)楼地面(周长在2400mmm以内)水泥砂浆100m213.9617379.4111281.388103023..9417889.335134B1-91陶瓷地砖(彩釉釉砖)踢脚线水泥砂浆100m21.0685661.6662280.0116046.6552435.055135B1-93陶瓷地砖(彩釉釉砖)楼梯水泥砂浆100m20.6218309.3003319.1885160.0882061.211136B1-61花岗岩水泥砂砂浆台阶100m20.61423122.1143333.25514196.9992046.622137B1-205不锈钢管栏杆直线型其他100m0.55016804.3391762.1009242.411969.16138B1-253不锈钢弯头Φ60个10.00031.686.43316.8064.30139B2-22墙面、墙裙抹水水泥砂浆14+66mm砖墙100m223.331926.17521.6021608.44712169.445140B2-32独立柱面抹水泥泥砂浆矩形混凝土土柱100m25.0841221.544774.526210.3113937.666141B2-28水泥砂浆装饰饰线条100m2.734657.44565.481797.4441546.022142B2-27水泥砂浆抹灰灰14+6mmm零星项目100m22.7942799.3552361.4227821.3886597.811143B2-205瓷板200×2250砂浆粘贴内墙面100m21.7834348.100892.447752.6661591.222144B2-206瓷板200×2250砂浆粘贴零星项目100m20.0694544.099977.53313.5467.45145B2-359浴厕隔断榉木木板面木龙骨基层层100m20.34810376.6613934.5883611.0661369.233146B3-1混凝土面天棚石灰砂浆现浇100m221.461868.29500.4918634.33710741.002147B4-41带纱胶合板门单扇无亮门框制作100m20.2882482.155292.46714.8684.23148B4-42带纱胶合板门单扇无亮门框安装100m20.2881128.077608.70324.88175.31149B4-43带纱胶合板门单扇无亮门扇制作100m20.2885218.8991333.6441503.044384.09150B4-44带纱胶合板门单扇无亮门扇安装100m20.288972.38734.32280.05211.48151B4-223双扇地弹门制作作、安装无上亮无侧侧亮100m20.10118615.9922757.3991880.211278.50152B4-225双扇地弹门制作作、安装带上亮无侧侧亮100m20.05417148.3332764.766926.01149.30153B4-226双扇地弹门制作作、安装带上亮带侧侧亮100m20.38917263.0062790.8996715.3331085.666154B4-237推拉窗制作、安安装双扇不带亮100m20.14419210.2222103.4772766.277302.90155B4-238推拉窗制作、安安装双扇带亮100m20.14817544.1182124.2442596.544314.39156B4-242推拉窗制作、安安装四扇带亮100m23.08716525.8862161.09951015.3336671.288157B4-244固定窗制作、安安装25.44×101..5mm100m20.71917679.2221303.49912711.336937.21158B4-334木门窗运输运运距10km内100m20.288364.4264.32104.9518.52159B4-339镶板、胶合板、半半截玻璃门不带纱门单扇无亮樘14.0005.4876.720.00160B4-368球形执手锁把14.00020.035.03280.4270.42161B4-386双扇地弹门铝合金门(制作)樘8.000282.002256.0000.00162B4-389推拉窗双扇铝合金窗(制作)樘16.00061.20979.200.00163B4-391推拉窗四扇铝合金窗(制作)樘46.000121.205575.2000.00164B5-1底油一遍、刮腻腻子、调和漆漆二遍单层木门100m20.2881086.199623.44312.82179.55165B5-271单独基层处理水泥面100m210.744586.17301.506297.8113239.322166B5-277乳胶漆抹灰面面二遍100m221.461421.87100.509053.7552156.833167B5-277换换乳胶漆抹灰面面二遍~油漆遍数3遍100m220.465588.52140.7012044.0062879.433168B5-321外墙喷丙烯酸有有光外用乳胶胶漆抹灰面100m210.7442714.311134.0029162.5551439.700169B8-1装饰成品保护花岗岩、大大理石地砖楼梯台阶100m21.234254.4523.45313.9928.94170B8-2装饰成品保护花岗岩、大大理石地砖地面100m213.96166.7516.75931.90233.85171B8-6装饰成品保护铝合金门窗窗100m24.642368.1833.501709.099155.51172B9-10满堂脚手架竹竹架基本层100m214.582456.86240.206661.9333502.600173B10-37--1多层建筑物机机械垂直运输输高度20m内100工日28.310236.846704.9440.003．2．3安装装工程预算表表序号编号项目名称及规格格单位数量单位价值值（元）总价（元）未计价基价其中未计价基价其中材料工资材料工资174C2-11011砖、混凝土结构构暗配硬质聚聚氯乙烯管敷敷设,DN400100m0.215440.18263.32206.3394.6456.6144.36175C2-10977砖、混凝土结构构暗配硬质聚聚氯乙烯管敷敷设,DN155100m2.980133.65142.57105.52398.28424.86314.45176C2-10988砖、混凝土结构构暗配硬质聚聚氯乙烯管敷敷设,DN200100m1.860167.59149.42112.10311.72277.92208.51177C2-11000砖、混凝土结构构暗配硬质聚聚氯乙烯管敷敷设,DN322100m2.810319.26222.23168.03897.12624.47472.16178C2-618铜芯电缆敷设,,3*25++2*16100m0.2609410.0308.84165.212446.60080.3042.95179C2-12000动力线路管内穿穿线,铜芯6mm2100m单线14.050451.5031.3018.806343.588439.77264.14180C2-11722照明线路管内穿穿线,铜芯2.5mmm2100m单线6.800226.2036.5523.501538.166248.54159.80181C2-11733照明线路管内穿穿线,铜芯4mm2100m单线5.280332.2029.5416.451754.022155.9786.86182C2-12122多芯软导线敷设设,二芯以内,0.755mm2100m单线0.600369.3628.1918.57221.6216.9111.14183C2-263悬挂嵌入式成套套配电箱安装装,半周长0.5m台2.000286.0052.8635.25572.00105.7270.50184C2-267自动空气开关安安装,DZ装置式个1.000120.0029.7323.50120.0029.7323.50185C2-13844半圆球吸顶灯具具安装,灯直径罩250以内10套1.200868.60120.2550.761042.322144.3060.91186C2-15944成套型吸顶式荧荧光灯具安装装,单管10套2.600727.2096.5251.001890.722250.95132.60187C2-15300礼花灯安装,115410套0.4001212.0109.0894.94484.8043.6337.98188C2-15966成套型吸顶式荧荧光灯具安装装,三管10套2.5001191.8117.2071.682979.500293.00179.20189C2-16377单联板式暗开关关安装,单控10套1.200137.0922.4019.98164.5126.8823.98190C2-16388双联板式暗开关关安装,单控10套2.500167.0824.3720.92417.7060.9352.30191C2-16399三联板式暗开关关安装,单控10套0.400287.0326.3421.86114.8110.548.74192C2-16700单相插座暗装,,15A,55孔10套4.00067.1231.3825.85268.48125.52103.40193C2-16799单相插座暗装,,30A,33孔10套1.50081.6032.5825.38122.4048.8738.07小计22182.9963465.4112335.555三给排水工程194C8-157承插塑料排水管管(零件粘接)安装,DN110010m7.400243.6297.9054.521802.799724.46403.45195C8B-37室内塑料给水管管安装DN20010m1.80031.8356.0242.0757.29100.8475.73196C8B-38室内塑料给水管管安装DN25510m3.70053.4664.3343.48197.80238.02160.88197C8B-39室内塑料给水管管安装DN32210m3.00079.3174.9548.41237.93224.85145.23198C8-243螺纹阀安装,,DN25个5.00019.297.542.8296.4537.7014.10199C8-244螺纹阀安装,,DN32个1.00028.4810.063.5328.4810.063.53200C8-245螺纹阀安装,,DN40个1.00033.5314.585.8833.5314.585.88201C8-447地漏安装φ50010个0.30080.0054.9237.6024.0016.4811.28202C8-449地漏安装φ100010个0.700200.00123.4587.66140.0086.4261.36203C8-413蹲式大便器安装装自闭式冲洗洗2510套1.100989.60578.47169.441088.566636.32186.38204C8-419挂斗式小便器安安装自动冲洗洗(1联)10套0.5001702.81883.966115.62851.43941.9857.81205C8-438水龙头安装DNN1510个0.60069.697.586.5841.814.553.95206C8-439水龙头安装DNN2010个1.40085.857.586.58120.1910.619.21207C8-391洗涤盆安装单嘴嘴10组1.400161.60587.89101.76226.24823.05142.46小计计4946.53869.91281.2合计27129.44711515188.55225208..103．4工料料分析及汇总总表3．4．2装饰饰工程工料分分析及汇总表表序号材料编码材料名称及规格格单位数量12综合工日(装饰饰)工日2828.788321026钢筋φ10kg1530.866431100角钢∠30X330X4kg204.348841102角钢∠40X440X4kg1831.48853058装修材13.64163060榉木装修材2.76674006普通硅酸盐水泥泥32.5MMPaｔ6.53784017白水泥kg31.99495120石膏粉kg14.614105124嵌缝石膏kg610.5555115167黄砂(过筛中砂砂)14.228125288麻面花岗石板93.492135304大理石板207.9688146079瓷质外墙砖1150X755块21549.5528157036塑料薄膜35.088169012电焊条E43003φ3.2kg1.7591710001清油kg3.0541810024乳胶漆kg2447.08811910148聚酯底漆kg65.772010149聚酯亚光清漆kg121.34442110165固化剂kg60.8172210173稀释剂kg72.7452310188聚酯漆稀释剂kg65.4142410200聚酯漆透明腻子子kg74.982510220大白粉kg60.112610226滑石粉kg3176.12242710258防火涂料kg727.44662812017防腐油kg101.752913004煤油kg23.0243013057硬白蜡kg15.2523113079草酸kg5.763213201松节油kg3.4563313299108胶kg870封胶kg43.5733513311白乳胶kg196能胶kg86.5373713331玻璃胶310gg支45.2043813350YJ-III胶胶粘剂kg52.5383914244膨胀螺栓M8套3943.40074014470螺钉kg37.8014114471螺钉百个7.4434214498木螺丝百个0.8134314500大木螺丝>3ccm百个0.0084414544自攻螺丝镀锌((4-6)XX(10-116)百个229.12334514579螺母个11942.88914614661垫圈10百个76.4184714716元钉kg82.8034814720钢钉kg0.4894914757直钉盒7.355014786执手锁把86.005114880闭门器个86.005214882不锈钢门吸个86.005323013榉木夹板572.75995423022细木工板18940.595523047钙塑板2553.09965623049塑铝板δ4406.06445723072镜面不锈钢板δδ126.8485823077铝合金装饰板59.9635923082石膏板262.63666023084纸面石膏板δ11248.1326123087金属格栅1000X10025.206223140轻钢大龙骨h==45ｍ78.5276323145轻钢小龙骨h==19ｍ23.1396423147轻钢中龙骨h==19ｍ176.75776523148轻钢中龙骨横撑撑h=19ｍ145.98776623165铝合金小龙骨横横撑h=222ｍ108.35446723167T型铝合金中龙龙骨h=30..5ｍ311.67996823169铝合金边龙骨hh=35ｍ1608.5336923170铝合金大龙骨hh=45ｍ3328.16617023173U型铝合金大龙龙骨h=45ｍ181.01777123175铝合金中龙骨hh=35ｍ4715.35517223177铝合金小龙骨hh=22ｍ4637.88897323189铝合金压条ｍ483.37777423195铝合金大龙骨垂垂直吊挂件个3995.94457523196铝合金龙骨次接接件个760.76887623200铝合金龙骨主接接件个1524.05567723201铝合金中龙骨垂垂直吊挂件个6420.20077823202铝合金中龙骨平平面连接件个93.3787923203铝合金边龙骨垂垂直吊挂件个7768.35538023221轻钢大龙骨垂直直吊挂件个98.128123222轻钢龙骨次接件件个81.7738223223轻钢龙骨小接件件个10.6028323224轻钢龙骨主接件件个36.8668423227轻钢小龙骨垂直直吊挂件个28.3868523228轻钢小龙骨平面面连接件个150.70888623229轻钢中龙骨垂直直吊挂件个217.83118723230轻钢中龙骨平面面连接件个781.30338823289平面木装饰线330ｍ94.058923291平面木装饰线660ｍ75.689023294封口木条ｍ48.8249123328不锈钢槽线300ｍ80.349223329不锈钢槽线400ｍ116.049323368地毯4.129423369防静电拼装地毯毯500X550041.8499523370地毯胶垫49.0939623372地毯烫带ｍ29.2869723375织锦缎50.899823408铝合金板条1000宽479.50229923460塑料透光片71.65410026002棉纱kg6.36810126025布条ｍ4277.799810226036白布27.05710326122砂纸张5797.122210426124水砂纸240##-600##张255.886610526178合金钢钻头个173.766610626199切割锯片片95.29410726200石料切割锯片片5.31710826371水43.91910956017灰浆搅拌机2000L台班5.16811057017木工圆锯机φ5500台班2.57811157109石料切割机台班8.12311257110砂轮切割机φ4400台班2.38711359031交流电焊机300kVA台班0动空气压缩机机0.6/min台班6.97211566006手提冲击钻台班46.6873．4．3安装装工程主材汇汇总表主材号主材名称单位工程量地区价主材号主材名称单位工程量地区价主材普通吸顶灯套8.080主材应急灯套58.580113.1000主材应急壁灯套2.020140.4000主材安全出口套72.72054.600主材疏散指示吊链双双箭头套8.08057.200主材疏散指示吊链单单箭头套34.34054.600主材防水圆球灯套9.090主材防水插座套4.08015.000主材单联单控开关个3.0609.700主材双联单控开关个8.16015.000主材换气扇台2.00094.840主材双管应急灯套5.050140.4000主材铜芯绝缘线BVV-500VV-1×2..5m464.00001.810主材铜芯绝缘线NHHBV2.55m6333.60001.930主材电力电缆NHYYJV-1KKv-5*110m1043.333042.300主材电力电缆NHYYJV-1KKv5*166m212.100063.700主材电缆NHYJVV-1KV44*4m315.120034.500主材电缆NHYJVV-1KV44*6m179.780024.000主材电力电缆YJVV-1KV44*25+11*16m1838.200084.500主材电力电缆YJVV-1KV44*35+11*16m551.4600112.5000主材电缆NHYJVV-1KV44*10m202.000041.000主材电缆NHYJVV-1KV55*10m1058.488042.300主材电力电缆NHYYJV-1KKv5*166m317.140063.700主材紧定(扣压)式式钢导管16mm内m214.24002.000主材紧定(扣压)式式钢导管20mm内m1606.80002.700主材紧定(扣压)式式钢导管40mm内m602.55009.750主材紧定(扣压)式式钢导管32mm内m214.24007.800主材紧定(扣压)式式钢导管50mm内m535.600012.300主材电缆桥架静电电喷涂300*1150m130.650073.000主材电缆桥架静电电喷涂200*1100m117.585550.000主材电缆桥架静电电喷涂100*775m91.45533.000主材电缆桥架静电电喷涂100*1100m91.45528.000主材电缆桥架静电电喷涂150*1100m114.972242.000主材角钢50x500x5kg1050.05505.000主材接线箱MEB个1.00010.000主材接线箱LEB个3.00063.000主材铜芯绝缘线BVV-500VV-1×255m273.000017.200主材FJ1、FJ33台2.00016980.000主材FJ2台1.000##########主材QWB-AEPP1--6台6.0005029.0000主材JL-AEP33/4台2.0005076.0000主材JL-AEP22/5个2.0005025.0000主材JL-AEP11个1.0005007.0000主材1AL1-3//4个2.0002390.0000主材XF-AEL个1.0005061.0000主材1AL1-2个1.0002399.0000主材1AL2-2//4个2.0002390.0000主材1AL1-1个1.0002390.0000主材1AL2-1//3个2.0002390.0000主材0AL4-3个1.0002390.0000主材0AL4-2个1.0002390.0000主材0AL3-3个1.0002390.0000主材0AL4-1个1.0004799.0000主材0AL3-1个1.0002390.0000主材0AL3-2个1.0002390.0000主材0AL2-1//2个2.0002390.0000主材0AL2-3个1.0002390.0000主材0AL1-1个1.0002399.0000主材0AL1-2个1.0002390.0000主材AL1台1.0004856.0000主材AL2台1.0004979.0000主材AL3台1.0004732.0000主材AL4台1.0005010.0000主材AEL常台1.0005988.0000主材AEL备台1.0005988.0000烟台09-6主主材合价合计计:6364423.7773.5工程价差差调整表土建工程价差调调整表装饰工程价差调调整表安装工程价差调调整表序编号名称单位数量定额价市场价价格差合价号*rg人工价差(小计计)47544.99100000100综合工日工日5304.223.5306.534477.33200000200装饰人工工日2903.933.5384.513067.66*cl材料价差(小计计)234317300002000螺纹钢筋Φ220以内t16.1083025.69959502924.31147104.88400002100螺纹钢筋Φ220以外t22.7772984.61159502965.39967542.77500002300钢筋Φ10以以内t28.2353014.85560002985.15584285.77600002400钢筋Φ10以以外t13.6462996.79959502953.21140299.55705000100粗砂m3214.1119.48255.521181.899805000200中(粗)砂m339719.48255.522191.433905000300中砂m399.49919.48255.52549.231005001200砂子m30.03319.48255.520.181105002200卵石20m3225.796039-21-4741.551205002300卵石40m3398.446039-21-8367.221305008400红砖240××115×553,甲级块1760.230.250.023.521405014100普通粘土砖千块144.76228250223184.6881505015600生石灰kg110610.160.20.04442.431630500066粗砂m30.04814.862510.140.491730500066粗砂m31.81414.862510.1418.41830500288卵石10m30.05534.85394.150.231930500288卵石10m30.33334.85394.151.382030500299卵石20m30.88234.44394.564.022130500300卵石40m30.11634.44394.560.532230500300卵石40m34.1534.44394.5618.922330500399普通粘土砖千块5.222148.63250101.37529.352430500633中(粗)砂m30.40614.862510.144.122530500633中(粗)砂m30.51614.862510.145.242630500633中(粗)砂m30.03814.862510.140.392730500633中(粗)砂m30.08514.862510.140.862830500633中(粗)砂m30.214.862510.142.022930500633中(粗)砂m32.29514.862510.1423.273030500644中砂m32.81414.352510.6529.97合计2818614工程量计算过过程序编号项目名称单位计算式数量号1A1-1人工平整场地100m2(1081.77536+225.92))/10011.077(1)(44.64++4.0)**(18.224+4.00)1081.7554(2)1.8*(188.40+44)-2.44*625.922A1-18换人工配合机械挖挖沟槽三类土深度2m内100m3(7.884226+2.77797+66.103))/1000.168(1)1.0*0.885*(3..67*5++3.59**2+0.889+3.4473*2++3.28**5+5.00*2+3..28*3++3.47++5.0+33.67*44)*0.117.884(2)1.0*0.995*(3..28*6++1.0*11.2*2..0+3.559*2)**0.12.78(3)1.0*0.885*(3..80+3..59*8++3.67**4+5.00*4+2..3*2)**0.16.1033A1-27换人工挖基坑三三类土深度2m内100m3(10.128851+166.842++102.660621++34.033264+772.9566)/10002.366(1)2.33*1..38*1..05*310.129(2)4.01*1..05*416.842(3)2.33*2..33*1..05*188102.6066(4)2.72*2..72*1..15*434.033(5)7.93*1..15*872.9564A1-104反铲挖掘机挖土土深度1.5m内装车1000m3(70.958834+255.01733+54.9927)/110000.151(1)1.0*0.885*(3..67*5++3.59**2+0.889+3.4473*2++3.28**5+5.00*2+3..28*3++3.47++5.0+33.67*44)*0.9970.958(2)1.0*0.995*(3..28*6++1.0*11.2*2..0+3.559*2)**0.925.017(3)1.0*0.885*(3..80+3..59*8++3.67**4+5.00*4+2..3*2)**0.954.9275A1-181回填土方夯填填100m3(352.922672+2215.6558)/10005.686(1)44.16*117.76**0.45352.9277(2)16.77+2236.6++150.990-(366.48+228.39++68.2887+47..13+0..5*0.55*0.9**37)215.65886A2-18换走管式电动打桩桩机打桩(桩长10m内)^灌注桩砼C25卵石40mm||32.510m3130.5788784/11013.058(1)(sqr(0..19)*33.14*55.75+((sqr(00.25)++sqr(00.4))**3.14**0.5/22)*1588130.57997A4-451桩基础钢筋钢钢筋笼沉管灌注混凝土桩t4.00179994.002(1)((3.36**6+1.114*3)**0.8888+16*11.055**0.26))*158//10004.0028A3-1换砖基础^水泥砂砂浆M7.510m336.477884/103.648(1)0.7*0.224*(400.28*22+16.44*4+5..5*5+55.37*22+5.766*2+133.06+55.39+22.76)36.4789A3-10换混水砖墙1砖砖^水泥混合砂砂浆M7.510m3(64.122248+5..268+222.3600536+66.75+222.7233056+331.264432+1..4688--14.900112-88.26322)/1013.079(1)3.70*(