村陈家沿街改造工程土建单位工程施工图预算的编制.doc

'目录一、施工图预算的相关知识···········································2二、高陵县鹿苑镇田家村陈家沿街改造工程土建单位工程施工图预算的编制·4（一）工程概况·····················································4（二）相关报表·····················································51.单位工程造价汇总表····································52.分部分项工程量清单计价表·····································63.措施项目清单计价表·········································174.分部分项工程量清单综合单价分析表····························195.措施项目费(综合单价)分析表·······························546. 主要材料价格表·············································577.清单工程量计算表············································58施工图预算的相关知识一、施工图预算的基本概念施工图预算是在施工图设计完成后，工程开工前，根据已批准的施工图纸，在施工方案或施工组织设计已确定的前提下，按照国家或省市颁发的现行预算定额、费用标准、材料预算价格等有关规定，进行逐项计算工程量、套用相应定额、进行工料分析、计算直接费、并计取间接费、计划利润、税金等费用，确定单位工程造价的技术经济文件。二、施工图预算的作用在社会主义市场经济条件下，施工图预算的主要作用是：⑴施工图预算是设计阶段控制工程造价的重要环节，是控制施工图设计不突破设计概算的重要措施。⑵施工图预算是编制或调整固定资产投资计划的依据。⑶对于实行施工招标的工程不属《清单规范》规定执行范围的，可用施工图预算作为编制标底的依据，此时它是承包企业投标报价的基础。⑷对于不宜实行招标而采用施工图预算加调整价结算的工程，施工图预算可作为确定合同价款的基础或作为审查施工企业提出的施工图预算的依据。三、施工图预算的内容施工图预算有单位工程预算、单项工程预算和建设项目总预算。单位工程预算是根据施工图设计文件、现行预算定额；费用定额以及人工、材料、设备、机械台班等预算价格资料，以一定方法，编制单位工程的施工图预算；然后汇总所有各单位工程施工图预算，成为单项工程施工图预算；再汇总各所有单项工程施工图预算，便是一个建设项目建筑安装工程的总预算。一般汇总到单项工程施工图预算即可。四、建安工程预算的分类 建筑安装工程预算包括建筑工程预算和设备及安装工程预算。建筑工程预算又可分为一般土建工程预算、给排水工程预算、暖通工程预算、电气照明工程预算、构筑物工程预算及工业管道、电力、电信工程预算；设备及安装工程预算又可分为机械设备及安装工程预算和电气设备及安装工程预算。五、施工图预算的编制方法(1)工料单价法分部分项工程量的单价为直接费。直接费以人工、材料、机械的消耗量及其相应价格确定。间接费、利润、税金按照有关规定另行计算。单位工程施工图预算造价＝(∑分部分项工程量×分项工程工料单价)×(1＋综合间接费率)＋独立费＋税金(2)综合单价法分部分项工程量的单价为全费用单价。全费用单价综合计算完成分部分项工程所发生的直接费、间接费、利润、税金。单位工程施工图预算造价＝（∑分部分项工程量×分项工程综合单价）＋独立费＋税金。高陵县鹿苑镇田家村陈家沿街改造工程土建单位工程施工图预算的编制（一）工程概况一、工程概况1.本建筑分为A、B区，A区为六层砌体结构，B区为框架结构，位于高陵县城，南邻交警队，西邻西韩路。属渭河二级阶地。2.砌体工程质量等级为B级。3.建筑物设计标高±0.000相当于绝对标高。4.本工程±0.000以下钢筋混凝土环境类别为二、b类，其余为一类。二、建筑物结构安全等级及设计使用年限1.建筑结构安全登记：二级2.设计使用年限：50年3.建筑抗震设防类别：丙类三、自然条件 1.基本风压：Wb=0.35KN/㎡，基本雪压：So=0.25KN/㎡，地面粗糙对类别：B类。2.抗震设防烈度：7度（0.15g），地震分组第一组，特征周期0.45S。建筑场地类别：Ⅲ类。四、主要材料1．混凝土强度登记：垫层C15，基础C30，框架柱、梁C30，其它均为C25。保护层厚度：基础40mm，板15mm，梁柱25mm。2．钢筋HPB235-，HRB335-，HRB400-Ⅰ。3.砌体强度等级及砂浆等级砌体部位砌块名称墙厚砌块强度水泥砂浆混合砂浆±0.000以下实心粘土砖240/370MU10M10一～三层承重空心砖240/370MU10M10四～六层承重空心砖240MU10M7.5（二）相关报表1.单位工程造价汇总表工程名称：高陵县鹿苑镇田家村陈家沿街改造专业：土建工程第1页共1页序号项目名称造价（元）1分部分项工程费1762405.642措施项目费541755.722.1其中：安全文明施工措施费84352.723其他项目费4规费107604.325不含税单位工程造价2411765.686税金77658.857含税单位工程造价2489424.538扣除养老保险后含税单位工程造价2407626.8 合计2,407,626.802.分部分项工程量清单计价表工程名称：高陵县鹿苑镇田家村陈家沿街改造专业：土建工程序号项目编码项目名称计量单位工程数量金额（元）综合单价合价1010101003001大开挖1.土壤类别:一类土、二类土2.基础类型:条形基础3.挖土深度:4.7mm34289.0213.8859531.62010103001001基础回填1.土质要求:含水率18%-22%2.密实度要求:0.97上3.松填:夯填m3650.5748.6831669.753010103001002室内回填1.土质要求:含水率18%-22%2.密实度要求:0.97上3.松填:夯填m3884.9913.0611557.97 4010301001001一砖半砖基础1.砖品种、强度等级:粘土砖MU102.基础类型:条形基础3.基础深度:0.9M4.砂浆强度等级:M10水泥砂浆m324.4220.735385.815010301001002一砖砖基础1.砖品种、强度等级:粘土砖MU102.基础类型:条形基础3.基础深度:0.9M4.砂浆强度等级:M10水泥砂浆m344.62220.739848.976010302001001实心砖外墙1.砖品种、强度等级:粘土砖MU102.墙体类型:外墙3.墙体厚度:2404.墙体高度:0.56（基础到±0.000）5.砂浆强度等级:M10水泥砂浆m315.9252.374012.687010302001002实心砖内墙1.砖品种、强度等级:粘土砖MU102.墙体类型:内墙3.墙体厚度:2404.墙体高度:0.56(基础到±0.000）5.砂浆强度等级:M10水泥砂浆m322.24252.385612.938010304001001空心砖墙（±0.000～+6.160）1.墙体类型:内外墙2.墙体厚度:2403.空心砖、强度等级:承重空心砖MU10m3364.01288.41104984.12 4.砂浆强度等级:M10混合砂浆9010304001002空心砖墙（+6.610～+17.800）1.墙体类型:内外墙2.墙体厚度:2403.空心砖、强度等级:承重空心砖MU104.砂浆强度等级:M7.5水泥砂浆m3680.68288.41196314.9210010304001003空心砖120墙1.墙体类型:内墙2.墙体厚度:1203.空心砖、强度等级:承重空心砖MU10m354.85299.4216423.1911010401001001A区带形基础1.混凝土强度等级:C30m328.84421.0212142.2212010401001002A区带形基础1.混凝土强度等级:C30m32.63421.021107.2813010401001003A区带形基础1.混凝土强度等级:C30m363.08421.0226557.9414010401001004A区带形基础1.混凝土强度等级:C30m39.39421.023953.3815010401001005B区带形基础1.混凝土强度等级:C30m339.78421.0216748.1816010401006001A区基础下垫层1.混凝土强度等级:C15m312.46373.094648.717010401006002A区基础下垫层1.混凝土强度等级:C15m31.17373.09436.5218010401006003A区基础下垫层1.混凝土强度等级:C15m327.3373.0910185.3619010401006004A区基础下垫层1.混凝土强度等级:C15m34373.091492.3620010401006005B区基础下垫层1.混凝土强度等级:C15m34.68373.091746.0621010401002001独立基础1.混凝土强度等级:C30m33.14421.021322 22010401006006独立基础下垫层1.混凝土强度等级:C15m31.02373.09380.5523010403001001基础圈梁3701.梁底标高:-0.3m2.梁截面:370×2403.混凝土强度等级:C30m36.51421.022740.8424010403001002基础圈梁1.梁底标高:-0.32.梁截面:240×2403.混凝土强度等级:C30m311.8421.024968.0425010304001004女儿墙1.墙体类型:女儿墙2.墙体厚度:2403.空心砖、砌块品种、规格、强度等级:承重空心砖MU10m327.93288.418055.2926010405008001雨篷1.混凝土强度等级:C25m324.81401.429959.2327010405008002阳台板1.混凝土强度等级:C25m315.72401.426310.3228010402001001矩形柱1.柱高度:7.86m2.柱截面尺寸:400*4003.混凝土强度等级:C25m319.3401.427747.4129010402001002构造柱GZ11.柱截面尺寸:240*3702.混凝土强度等级:C25m313.81401.425543.6130010402001003构造柱GZ21.柱截面尺寸:240*2402.混凝土强度等级:C25m37.41401.422974.5231010402001004构造柱GZ31.柱截面尺寸:240*2402.混凝土强度等级:C25m357.56401.4223105.7432010402002001异形柱Z21.柱截面尺寸:Φ5002.混凝土强度等级:C25m36.17401.422476.7633010402001005KZ11.柱截面尺寸:600*7002.混凝土强度等级:C30m313.21421.025561.67 34010402001006KZ11.柱截面尺寸:450*4502.混凝土强度等级:C30m310.16421.024277.5635010402001007KZ21.柱截面尺寸:450*4502.混凝土强度等级:C30m32.36421.02993.6136010402001008KZ21.柱截面尺寸:700*7002.混凝土强度等级:C30m37.71421.023246.0637010402001009KZ21.柱截面尺寸:450*3502.混凝土强度等级:C30m32421.02842.0438010402001010KZ41.柱截面尺寸:350*3502.混凝土强度等级:C30m36.14421.022585.0639010402001011KZ51.柱截面尺寸:350*3502.混凝土强度等级:C30m32.85421.021199.9140010403004001圈梁QL11.梁截面:240*3702.混凝土强度等级:C30m36.15421.022589.2741010403004002圈梁QL21.梁底标高:5.79M2.梁截面:240*3703.混凝土强度等级:C30m36.15421.022589.2742010403004003圈梁QL11.梁底标高:8.82M2.梁截面:240*2403.混凝土强度等级:C30m312.76421.025372.2243010403004004圈梁QL11.梁底标高:11.72M2.梁截面:240*2403.混凝土强度等级:C30m312.76421.025372.2244010403004005圈梁QL11.梁底标高:14.65M2.梁截面:240*2403.混凝土强度等级:C30m312.76421.025372.22 45010403004006圈梁QL11.梁底标高:17.432.梁截面:240*2403.混凝土强度等级:C30m314.59421.026142.6846010403004007圈梁QL21.梁底标高:3.02M2.梁截面:240*2403.混凝土强度等级:C30m311421.024631.2247010403004008圈梁QL21.梁底标高:5.92M2.梁截面:240*2403.混凝土强度等级:C30m310.67421.024492.2848010403004009圈梁QL31.梁底标高:5.922.梁截面:200*2403.混凝土强度等级:C30m30.34421.02143.1549010405001001有梁板的梁L11.梁底标高:2.96M2.截面:200*3003.混凝土强度等级:C25m31.1401.42441.5650010405001002有梁板的梁L11.梁底标高:5.86M2.截面:200*3003.混凝土强度等级:C25m31.29401.42517.8351010405001003有梁板的梁L11.梁底标高:8.86M2.截面:200*3003.混凝土强度等级:C25m31.29401.42517.8352010405001004有梁板的梁L11.梁底标高:11.66M2.截面:200*3003.混凝土强度等级:C25m31.29401.42517.8353010405001005有梁板的梁L11.梁底标高:14.56M2.截面:200*3003.混凝土强度等级:C25m31.29401.42517.8354010405001006有梁板的梁L21.梁底标高:3.6M2.截面:200*240m34.05401.421625.75 3.混凝土强度等级:C2555010405001007有梁板的梁L2a1.截面:240*3002.混凝土强度等级:C25m31.43401.42574.0356010403002001矩形梁XL11.梁截面:240*3502.混凝土强度等级:C25m33.25401.421304.6257010403002002矩形梁XL21.梁截面:240*3502.混凝土强度等级:C25m32.55401.421023.6258010403002003矩形梁L11.梁截面:200*4002.混凝土强度等级:C25m31.72401.42690.4459010403002004矩形梁L21.梁截面:240*3002.混凝土强度等级:C25m30.53401.4212.7460010403002005矩形梁L31.梁截面:200*3502.混凝土强度等级:C25m37.2401.422890.2261010403002006框架梁KL11.梁底标高:2.梁截面:250*6003.混凝土强度等级:C30m34.31421.021814.662010403002007框架梁KL21.梁底标高:5.66M2.梁截面:250*6003.混凝土强度等级:C30m31.51421.02635.7463010403002008框架梁KL31.梁底标高:4.862.梁截面:400*13003.混凝土强度等级:C30m39.4421.023957.5964010403002009框架梁KL41.梁底标高:4.86M2.梁截面:400*13003.混凝土强度等级:C30m34.7421.021978.79 65010403002010矩形梁YPL11.梁底标高:5.66m2.梁截面:250*5003.混凝土强度等级:C25m30.72401.42289.0266010403002011矩形梁YPL21.梁底标高:5.362.梁截面:300*8003.混凝土强度等级:C25m32.33401.42935.3167010403002012矩形梁YPL31.梁底标高:5.81M2.梁截面:250*3503.混凝土强度等级:C25m30.48401.39192.6768010403002013矩形梁YPL41.梁底标高:5.81M2.梁截面:250*3503.混凝土强度等级:C25m30.53401.4212.7469010403002014矩形梁L11.梁底标高:5.562.梁截面:250*6003.混凝土强度等级:C25m31.61401.42646.2970010403002015矩形梁L21.梁底标高:5.56M2.梁截面:250*6003.混凝土强度等级:C25m31.61401.42646.2971010403002016KL11.梁截面:250*4502.混凝土强度等级:C30m37.14421.023006.0872010403002017KL21.梁截面:250*4502.混凝土强度等级:C30m37.2421.023031.3473010403002018KL31.梁截面:250*4502.混凝土强度等级:C30m35.97421.022513.4974010403002019KL41.梁截面:250*4502.混凝土强度等级:C30m32.99421.021258.8575010403002020矩形梁L31.梁截面:250*2502.混凝土强度等级:C25m31.99401.42798.83 76010403002021WKL11.梁底标高:17.35M2.梁截面:250*4503.混凝土强度等级:C30m32.38421.021002.0377010403002022WKL21.梁底标高:17.35M2.梁截面:250*4503.混凝土强度等级:C30m32.45421.021031.578010403002023WKL31.梁底标高:17.35M2.梁截面:250*4503.混凝土强度等级:C30m31.99421.02837.8379010403002024WL11.梁底标高:17.4M2.梁截面:250*4003.混凝土强度等级:C30m31.06421.02446.2880010405001008有梁板L31.梁底标高:5.762.截面:250*3003.混凝土强度等级:C25m30.34401.43136.4981010405001009有梁板L41.梁底标高:5.66M2.截面:250*4003.混凝土强度等级:C25m30.6401.46240.8882010405001010有梁板L21.截面:250*4002.混凝土强度等级:C25m31401.42401.4283010405001011有梁板L11.截面:120*2502.混凝土强度等级:C25m30.66401.41264.9384010405001012有梁板B11.板厚度:1002.混凝土强度等级:C25m324.12401.429682.2585010405001013有梁板B21.板厚度:1002.混凝土强度等级:C25m316.2401.42650386010405001014有梁板B31.板厚度:1102.混凝土强度等级:C25m312.64401.425073.95 87010405001015有梁板B11.板厚度:1502.混凝土强度等级:C25m31.01401.42405.4388010405001016有梁板B21.板厚度:1502.混凝土强度等级:C25m31.18401.42473.6889010405001017有梁板B31.板厚度:1502.混凝土强度等级:C25m30.89401.42357.2690010405003001平板11.板厚度:1002.混凝土强度等级:C251.板厚度:1002.混凝土强度等级:C25m3105.03401.4242161.1491010405003002平板1.板厚度:1102.混凝土强度等级:C25m3105.06401.4242173.1992010405003003平板21.板厚度:1002.混凝土强度等级:C25m34.05401.421625.7593010405003004平板1.板底标高:2.板厚度:1503.混凝土强度等级:C25m311.83401.424748.894010406001001直形楼梯1#1.混凝土强度等级:C25m2180.9401.4272616.8895010406001002直形楼梯2#1.混凝土强度等级:C25m269.97401.4228087.3696010416001001圆钢Φ10以内1.钢筋种类、规格:〈10t20.9214810.17100633.5797010416001002圆钢Φ10以外1.钢筋种类、规格:〉10t40.0154638.45185607.5898010416001003螺纹钢Φ10以外1.钢筋种类、规格:〉10t48.7624753.47231788.799010702001001屋面卷材防水1.SBS改性沥青防水卷材4mm2.20厚1：2水泥砂浆找平层m2571.632.618634.16 1.卷材品种、规格:SBS100010803001001保温隔热屋面1.100厚憎水膨胀珍珠岩保温层2.1：6水泥焦渣找坡层最薄处30厚1.保温隔热部位:屋面2.保温隔热面层材料品种、规格、性能:1：6水泥炉渣m2546.39584.5319364.96分部小计1762405.643.措施项目清单计价表工程名称：高陵县鹿苑镇田家村陈家沿街改造专业：土建工程序号项目名称计量单位工程数量金额（元）综合单价合价一通用项目25432.082冬雨季、夜间施工措施费项112716.0412716.042.1人工土石方项12.2机械土石方项1102.75102.752.3桩基工程项12.4一般土建项112613.2912613.292.5装饰装修项13二次搬运项15704.445704.443.1人工土石方项13.2机械土石方项161.6561.653.3桩基工程项13.4一般土建项15642.795642.793.5装饰装修项14测量放线、定位复测、检测试验项17011.67011.64.1人工土石方项14.2机械土石方项141.141.14.3桩基工程项14.4一般土建项16970.56970.5 4.5装饰装修项15大型机械设备进出场及安拆项16施工排水项17施工降水项18施工影响场地周边地上、地下设施及建筑物安全的临时保护设施项19已完工程及设备保护项110其他项1二建筑工程431970.921混凝土、钢筋混凝土模板及支架项1329028.02329028.022脚手架项159078.4359078.433建筑工程垂直运输机械、超高降效项143864.4743864.47合计457403 4.分部分项工程量清单综合单价分析表工程名称：高陵县鹿苑镇田家村陈家沿街改造专业：土建工程序号编码名称单位工程量其中：综合单价人工费材料费机械费风险管理费利润1010101003001大开挖1.土壤类别:一类土、二类土2.基础类型:条形基础3.挖土深度:4.7mm34289.021.510.0511.890.230.213.881-90挖掘机挖土配自卸汽车运土方1km1000m34.2891.510.0511.890.230.22010103001001基础回填1.土质要求:含水率18%-22%2.密实度要求:0.97上3.松填:夯填m3650.5715.2729.961.940.80.7148.681-103人工铺填机械碾压2:8灰土1000m30.650615.2729.961.940.80.713010103001002室内回填1.土质要求:含水率18%-22%m3884.9910.650.061.940.220.1913.06 2.密实度要求:0.97上3.松填:夯填1-101人工铺填机械碾压素土1000m30.88510.650.061.940.220.194010301001001一砖半砖基础1.砖品种、强度等级:粘土砖MU102.基础类型:条形基础3.基础深度:0.9M4.砂浆强度等级:M10水泥砂浆m324.449.52151.352.7910.416.66220.733-1砖基础10m32.4449.52151.352.7910.416.665010301001002一砖砖基础1.砖品种、强度等级:粘土砖MU102.基础类型:条形基础3.基础深度:0.9M4.砂浆强度等级:M10水泥砂浆m344.6249.52151.352.7910.416.66220.733-1砖基础10m34.46249.52151.352.7910.416.66 6010302001001实心砖外墙1.砖品种、强度等级:粘土砖MU102.墙体类型:外墙3.墙体厚度:2404.墙体高度:0.56（基础到±0.000）5.砂浆强度等级:M10水泥砂浆m315.967.54162.662.6611.97.61252.373-4混水砖墙一砖10m31.5967.54162.672.6611.97.617010302001002实心砖内墙1.砖品种、强度等级:粘土砖MU102.墙体类型:内墙3.墙体厚度:2404.墙体高度:0.56(基础到±0.000）5.砂浆强度等级:M10水泥砂浆m322.2467.54162.672.6611.97.61252.383-4混水砖墙一砖10m32.22467.54162.672.6611.97.61 8010304001001空心砖墙（±0.000～+6.160）1.墙体类型:内外墙2.墙体厚度:2403.空心砖、强度等级:承重空心砖MU104.砂浆强度等级:M10混合砂浆m3364.0152.46211.422.2313.68.7288.413-37承重粘土多孔砖墙一砖10m336.40152.46211.422.2313.68.79010304001002空心砖墙（+6.610～+17.800）1.墙体类型:内外墙2.墙体厚度:2403.空心砖、强度等级:承重空心砖MU104.砂浆强度等级:M7.5水泥砂浆m3680.6852.46211.422.2313.68.7288.413-37承重粘土多孔砖墙一砖10m368.06852.46211.422.2313.68.7 10010304001003空心砖120墙1.墙体类型:内墙2.墙体厚度:1203.空心砖、强度等级:承重空心砖MU10m354.8562.16212.341.7714.129.03299.423-35承重粘土多孔砖墙1/2砖10m35.48562.16212.341.7714.129.0311010401001001A区带形基础1.混凝土强度等级:C30m328.8422.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m328.8422.26364.851.3619.8512.712010401001002A区带形基础1.混凝土强度等级:C30m32.6322.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m32.6322.26364.851.3619.8512.713010401001003A区带形基础1.混凝土强度等级:C30m363.0822.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m363.0822.26364.851.3619.8512.7 14010401001004A区带形基础1.混凝土强度等级:C30m39.3922.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m39.3922.26364.851.3619.8512.715010401001005B区带形基础1.混凝土强度等级:C30m339.7822.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m339.7822.26364.851.3619.8512.716010401006001A区基础下垫层1.混凝土强度等级:C15m312.4622.26320.631.3617.5911.25373.09B4-1换C20混凝土，非现场搅拌换为【商品砼C1532.5R】m312.4622.26320.631.3617.5911.2517010401006002A区基础下垫层1.混凝土强度等级:C15m31.1722.26320.631.3617.5911.25373.09B4-1换C20混凝土，非现场搅拌换为【商品砼C1532.5R】m31.1722.26320.631.3617.5911.2518010401006003A区基础下垫层m327.322.26320.631.3617.5911.25373.09 1.混凝土强度等级:C15B4-1换C20混凝土，非现场搅拌换为【商品砼C1532.5R】m327.322.26320.631.3617.5911.2519010401006004A区基础下垫层1.混凝土强度等级:C15m3422.26320.631.3617.5911.25373.09B4-1换C20混凝土，非现场搅拌换为【商品砼C1532.5R】m3422.26320.631.3617.5911.2520010401006005B区基础下垫层1.混凝土强度等级:C15m34.6822.26320.631.3617.5911.25373.09B4-1换C20混凝土，非现场搅拌换为【商品砼C1532.5R】m34.6822.26320.631.3617.5911.2521010401002001独立基础1.混凝土强度等级:C30m33.1422.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m33.1422.26364.851.3619.8512.722010401006006独立基础下垫层1.混凝土强度等级:C15m31.0222.26320.631.3617.5911.25373.09 B4-1换C20混凝土，非现场搅拌换为【商品砼C1532.5R】m31.0222.26320.631.3617.5911.2523010403001001基础圈梁3701.梁底标高:-0.3m2.梁截面:370×2403.混凝土强度等级:C30m36.5122.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m36.5122.26364.851.3619.8512.724010403001002基础圈梁1.梁底标高:-0.32.梁截面:240×2403.混凝土强度等级:C30m311.822.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m311.822.26364.851.3619.8512.7 25010304001004女儿墙1.墙体类型:女儿墙2.墙体厚度:2403.空心砖、砌块品种、规格、强度等级:承重空心砖MU10m327.9352.46211.422.2313.68.7288.413-37承重粘土多孔砖墙一砖10m32.79352.46211.422.2313.68.726010405008001雨篷1.混凝土强度等级:C25m324.8122.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m324.8122.26346.761.3618.9312.1127010405008002阳台板1.混凝土强度等级:C25m315.7222.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m315.7222.26346.761.3618.9312.1128010402001001矩形柱1.柱高度:7.86m2.柱截面尺寸:400*400m319.322.26346.761.3618.9312.11401.42 3.混凝土强度等级:C25B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m319.322.26346.761.3618.9312.1129010402001002构造柱GZ11.柱截面尺寸:240*3702.混凝土强度等级:C25m313.8122.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m313.8122.26346.761.3618.9312.1130010402001003构造柱GZ21.柱截面尺寸:240*2402.混凝土强度等级:C25m37.4122.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m37.4122.26346.761.3618.9312.1131010402001004构造柱GZ31.柱截面尺寸:240*240m357.5622.26346.761.3618.9312.11401.42 2.混凝土强度等级:C25B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m357.5622.26346.761.3618.9312.1132010402002001异形柱Z21.柱截面尺寸:Φ5002.混凝土强度等级:C25m36.1722.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m36.1722.26346.761.3618.9312.1133010402001005KZ11.柱截面尺寸:600*7002.混凝土强度等级:C30m313.2122.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m313.2122.26364.851.3619.8512.734010402001006KZ11.柱截面尺寸:450*450m310.1622.26364.851.3619.8512.7421.02 2.混凝土强度等级:C30B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m310.1622.26364.851.3619.8512.735010402001007KZ21.柱截面尺寸:450*4502.混凝土强度等级:C30m32.3622.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m32.3622.26364.851.3619.8512.736010402001008KZ21.柱截面尺寸:700*7002.混凝土强度等级:C30m37.7122.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m37.7122.26364.851.3619.8512.737010402001009KZ21.柱截面尺寸:450*350m3222.26364.851.3619.8512.7421.02 2.混凝土强度等级:C30B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m3222.26364.851.3619.8512.738010402001010KZ41.柱截面尺寸:350*3502.混凝土强度等级:C30m36.1422.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m36.1422.26364.851.3619.8512.739010402001011KZ51.柱截面尺寸:350*3502.混凝土强度等级:C30m32.8522.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m32.8522.26364.851.3619.8512.740010403004001圈梁QL11.梁截面:240*3702.混凝土强度等级:C30m36.1522.26364.851.3619.8512.7421.02 B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m36.1522.26364.851.3619.8512.741010403004002圈梁QL21.梁底标高:5.79M2.梁截面:240*3703.混凝土强度等级:C30m36.1522.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m36.1522.26364.851.3619.8512.742010403004003圈梁QL11.梁底标高:8.82M2.梁截面:240*2403.混凝土强度等级:C30m312.7622.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m312.7622.26364.851.3619.8512.743010403004004圈梁QL11.梁底标高:11.72M2.梁截面:240*2403.混凝土强度等级:C30m312.7622.26364.851.3619.8512.7421.02 B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m312.7622.26364.851.3619.8512.744010403004005圈梁QL11.梁底标高:14.65M2.梁截面:240*2403.混凝土强度等级:C30m312.7622.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m312.7622.26364.851.3619.8512.745010403004006圈梁QL11.梁底标高:17.432.梁截面:240*2403.混凝土强度等级:C30m314.5922.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m314.5922.26364.851.3619.8512.746010403004007圈梁QL21.梁底标高:3.02M2.梁截面:240*2403.混凝土强度等级:C30m31122.26364.851.3619.8512.7421.02 B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m31122.26364.851.3619.8512.747010403004008圈梁QL21.梁底标高:5.92M2.梁截面:240*2403.混凝土强度等级:C30m310.6722.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m310.6722.26364.851.3619.8512.748010403004009圈梁QL31.梁底标高:5.922.梁截面:200*2403.混凝土强度等级:C30m30.3422.26364.851.3519.8512.71421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m30.3422.26364.851.3619.8512.749010405001001有梁板的梁L11.梁底标高:2.96M2.截面:200*3003.混凝土强度等级:C25m31.122.26346.761.3618.9312.11401.42 B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m31.122.26346.761.3618.9312.1150010405001002有梁板的梁L11.梁底标高:5.86M2.截面:200*3003.混凝土强度等级:C25m31.2922.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m31.2922.26346.761.3618.9312.1151010405001003有梁板的梁L11.梁底标高:8.86M2.截面:200*3003.混凝土强度等级:C25m31.2922.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m31.2922.26346.761.3618.9312.1152010405001004有梁板的梁L11.梁底标高:11.66M2.截面:200*3003.混凝土强度等级:C25m31.2922.26346.761.3618.9312.11401.42 B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m31.2922.26346.761.3618.9312.1153010405001005有梁板的梁L11.梁底标高:14.56M2.截面:200*3003.混凝土强度等级:C25m31.2922.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m31.2922.26346.761.3618.9312.1154010405001006有梁板的梁L21.梁底标高:3.6M2.截面:200*2403.混凝土强度等级:C25m34.0522.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m34.0522.26346.761.3618.9312.1155010405001007有梁板的梁L2a1.截面:240*3002.混凝土强度等级:C25m31.4322.26346.761.3618.9312.11401.42 B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m31.4322.26346.761.3618.9312.1156010403002001矩形梁XL11.梁截面:240*3502.混凝土强度等级:C25m33.2522.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m33.2522.26346.761.3618.9312.1157010403002002矩形梁XL21.梁截面:240*3502.混凝土强度等级:C25m32.5522.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m32.5522.26346.761.3618.9312.1158010403002003矩形梁L11.梁截面:200*4002.混凝土强度等级:C25m31.7222.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m31.7222.26346.761.3618.9312.11 59010403002004矩形梁L21.梁截面:240*3002.混凝土强度等级:C25m30.5322.26346.751.3618.9212.11401.4B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m30.5322.26346.761.3618.9312.1160010403002005矩形梁L31.梁截面:200*3502.混凝土强度等级:C25m37.222.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m37.222.26346.761.3618.9312.1161010403002006框架梁KL11.梁底标高:2.梁截面:250*6003.混凝土强度等级:C30m34.3122.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m34.3122.26364.851.3619.8512.762010403002007框架梁KL21.梁底标高:5.66M2.梁截面:250*600m31.5122.26364.851.3619.8512.7421.02 3.混凝土强度等级:C30B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m31.5122.26364.851.3619.8512.763010403002008框架梁KL31.梁底标高:4.862.梁截面:400*13003.混凝土强度等级:C30m39.422.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m39.422.26364.851.3619.8512.764010403002009框架梁KL41.梁底标高:4.86M2.梁截面:400*13003.混凝土强度等级:C30m34.722.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m34.722.26364.851.3619.8512.7 65010403002010矩形梁YPL11.梁底标高:5.66m2.梁截面:250*5003.混凝土强度等级:C25m30.7222.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m30.7222.26346.761.3618.9312.1166010403002011矩形梁YPL21.梁底标高:5.362.梁截面:300*8003.混凝土强度等级:C25m32.3322.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m32.3322.26346.761.3618.9312.1167010403002012矩形梁YPL31.梁底标高:5.81M2.梁截面:250*3503.混凝土强度等级:C25m30.4822.25346.751.3518.9412.1401.39B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m30.4822.26346.761.3618.9312.11 68010403002013矩形梁YPL41.梁底标高:5.81M2.梁截面:250*3503.混凝土强度等级:C25m30.5322.26346.751.3618.9212.11401.4B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m30.5322.26346.761.3618.9312.1169010403002014矩形梁L11.梁底标高:5.562.梁截面:250*6003.混凝土强度等级:C25m31.6122.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m31.6122.26346.761.3618.9312.1170010403002015矩形梁L21.梁底标高:5.56M2.梁截面:250*6003.混凝土强度等级:C25m31.6122.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m31.6122.26346.761.3618.9312.11 71010403002016KL11.梁截面:250*4502.混凝土强度等级:C30m37.1422.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m37.1422.26364.851.3619.8512.772010403002017KL21.梁截面:250*4502.混凝土强度等级:C30m37.222.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m37.222.26364.851.3619.8512.773010403002018KL31.梁截面:250*4502.混凝土强度等级:C30m35.9722.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m35.9722.26364.851.3619.8512.774010403002019KL41.梁截面:250*4502.混凝土强度等级:C30m32.9922.26364.851.3619.8512.7421.02 B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m32.9922.26364.851.3619.8512.775010403002020矩形梁L31.梁截面:250*2502.混凝土强度等级:C25m31.9922.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m31.9922.26346.761.3618.9312.1176010403002021WKL11.梁底标高:17.35M2.梁截面:250*4503.混凝土强度等级:C30m32.3822.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m32.3822.26364.851.3619.8512.777010403002022WKL21.梁底标高:17.35M2.梁截面:250*4503.混凝土强度等级:C30m32.4522.26364.851.3619.8512.7421.02 B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m32.4522.26364.851.3619.8512.778010403002023WKL31.梁底标高:17.35M2.梁截面:250*4503.混凝土强度等级:C30m31.9922.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m31.9922.26364.851.3619.8512.779010403002024WL11.梁底标高:17.4M2.梁截面:250*4003.混凝土强度等级:C30m31.0622.26364.851.3619.8512.7421.02B4-1换C20混凝土，非现场搅拌换为【商品砼C3032.5R】m31.0622.26364.851.3619.8512.780010405001008有梁板L31.梁底标高:5.762.截面:250*3003.混凝土强度等级:C25m30.3422.26346.761.3518.9412.12401.43 B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m30.3422.26346.761.3618.9312.1181010405001009有梁板L41.梁底标高:5.66M2.截面:250*4003.混凝土强度等级:C25m30.622.27346.771.3718.9312.12401.46B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m30.622.26346.761.3618.9312.1182010405001010有梁板L21.截面:250*4002.混凝土强度等级:C25m3122.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m3122.26346.761.3618.9312.1183010405001011有梁板L11.截面:120*2502.混凝土强度等级:C25m30.6622.26346.761.3618.9212.11401.41B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m30.6622.26346.761.3618.9312.11 84010405001012有梁板B11.板厚度:1002.混凝土强度等级:C25m324.1222.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m324.1222.26346.761.3618.9312.1185010405001013有梁板B21.板厚度:1002.混凝土强度等级:C25m316.222.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m316.222.26346.761.3618.9312.1186010405001014有梁板B31.板厚度:1102.混凝土强度等级:C25m312.6422.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m312.6422.26346.761.3618.9312.1187010405001015有梁板B11.板厚度:1502.混凝土强度等级:C25m31.0122.26346.761.3618.9312.11401.42 B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m31.0122.26346.761.3618.9312.1188010405001016有梁板B21.板厚度:1502.混凝土强度等级:C25m31.1822.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m31.1822.26346.761.3618.9312.1189010405001017有梁板B31.板厚度:1502.混凝土强度等级:C25m30.8922.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m30.8922.26346.761.3618.9312.1190010405003001平板11.板厚度:1002.混凝土强度等级:C251.板厚度:1002.混凝土强度等级:C25m3105.0322.26346.761.3618.9312.11401.42 B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m3105.0322.26346.761.3618.9312.1191010405003002平板1.板厚度:1102.混凝土强度等级:C25m3105.0622.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m3105.0622.26346.761.3618.9312.1192010405003003平板21.板厚度:1002.混凝土强度等级:C25m34.0522.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m34.0522.26346.761.3618.9312.1193010405003004平板1.板底标高:2.板厚度:1503.混凝土强度等级:C25m311.8322.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m311.8322.26346.761.3618.9312.11 94010406001001直形楼梯1#1.混凝土强度等级:C25m2180.922.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m3180.922.26346.761.3618.9312.1195010406001002直形楼梯2#1.混凝土强度等级:C25m269.9722.26346.761.3618.9312.11401.42B4-1换C20混凝土，非现场搅拌换为【商品砼C2532.5R】m369.9722.26346.761.3618.9312.1196010416001001圆钢Φ10以内1.钢筋种类、规格:〈10t20.921728.283667.8242.19226.8145.084810.174-6圆钢ф10以内t20.921728.283667.8242.19226.8145.0897010416001002圆钢Φ10以外1.钢筋种类、规格:〉10t40.015423.363761.9994.5218.7139.94638.454-7圆钢ф10以上t40.015423.363761.9994.5218.7139.998010416001003螺纹钢Φ10以外1.钢筋种类、规格:〉10t48.762329.283942.38114.32224.12143.374753.474-8螺纹钢Φ10以上(含Φ10)t48.762329.283942.38114.32224.12143.37 99010702001001屋面卷材防水1.SBS改性沥青防水卷材4mm2.20厚1：2水泥砂浆找平层1.卷材品种、规格:SBSm2571.64.2825.540.261.540.9832.68-22*4找平层,水泥砂浆找平每增减5mm子目乘以系数4100m25.7162.373.520.260.310.29-27改性沥青卷材热熔法100m25.7161.9222.021.220.78100010803001001保温隔热屋面1.100厚憎水膨胀珍珠岩保温层2.1：6水泥焦渣找坡层最薄处30厚1.保温隔热部位:屋面2.保温隔热面层材料品种、规格、性能:1：6水泥炉渣m2546.3952.37486.9427.5617.63584.59-56水泥炉渣找坡层(1:6)10m354.63930.2116.77.514.89-48憎水膨胀珍珠岩板10m354.63922.18370.2420.0512.83 5.措施项目费(综合单价)分析表工程名称：高陵县鹿苑镇田家村陈家沿街改造专业：土建工程序号措施项目名称单位数量金额（元）人工费材料费机械费管理费利润小计一通用项目109784.8109784.81安全文明施工(含环境保护、文明施工、安全施工、临时设施)项184352.7284352.721.1安全文明施工费项157715.0257715.021.2环境保护(含工程排污费)项18879.238879.231.3临时设施项117758.4717758.472冬雨季、夜间施工措施费项112716.0412716.042.1人工土石方项12.2机械土石方项1102.75102.752.3桩基工程项12.4一般土建项112613.2912613.292.5装饰装修项13二次搬运项15704.445704.443.1人工土石方项13.2机械土石方项161.6561.653.3桩基工程项13.4一般土建项15642.795642.793.5装饰装修项1 4测量放线、定位复测、检测试验项17011.67011.64.1人工土石方项14.2机械土石方项141.141.14.3桩基工程项14.4一般土建项16970.56970.54.5装饰装修项15大型机械设备进出场及安拆项16施工排水项17施工降水项18施工影响场地周边地上、地下设施及建筑物安全的临时保护设施项19已完工程及设备保护项110其他项1二建筑工程185711.63153169.7359694.5420367.6513027.37431970.921混凝土、钢筋混凝土模板及支架项1155190.2131168.2617233.5615513.869922.14329028.022脚手架项130521.4322001.471987.832785.581782.1259078.433建筑工程垂直运输机械、超高降效项140473.152068.211323.1143864.47 6.主要材料价格表工程名称：高陵县鹿苑镇田家村陈家沿街改造专业：土建工程第1页共1页序号材料编码材料名称、规格、型号单位数量单价(元)备注1C00025生石灰t107.0172181.782C00054标准砖千块56.40642303C00170承重粘土多孔砖240×115×90千块384.1516522.44C00389改性沥青卷材m2705.411614.85C00418钢管Φ48×3.5kg2353.43133.96C00490规格料(支撑用)m332.658915337C00676卡具插销kg3154.71644.58C00857螺纹钢筋(综合)t50.956337009C01126石灰膏kg25503.8780.510C01172水泥32.5kg61617.10150.3211C01182水泥炉渣料m3568.2456109.6212C01403圆钢筋(综合)t63.1551355013C01409憎水膨胀珍珠岩板m3568.245635614C01428支撑钢管及扣件kg4249.1795.0415C01444中砂m3240.539437.1516C01483组合钢模板kg5945.99524.9517C01996柴油kg5026.91295.5718C02132商品砼C1532.5Rm350.883231319C02134商品砼C2532.5Rm3720.103833920C02135商品砼C3032.5Rm3349.6202357'