1、单位工程费汇总表工程名称:XX市XX区XX办公楼序号项目名称金额(元)一分部分项工程量清单计价合计836098.62二措施项目清单计价合计92882.58三其他项目清单计价合计0.00四人工费237314.45五深基坑支护费0.00六规费46449.061养老保险统筹基金27033.352待业保险基金3901.723医疗保险费13934.724定额测定费1207.685工程排污费371.59七安全防护费(12层以下)19508.61八文明施工与环境保护费(12层以下)9754.30九工程意外伤害保险费502.35十建设施工安全技术服务费1507.04十一税金37161.42十二合计104386
2、3.97分部分项工程量清单计价表工程名称:XX市XX区XX办公楼序号项目编码项目名称计量单位工程数量金 额(元)综合单价合价土石方工程0.0.006971.9011平整场地M2292.192.018589.6421挖独立基础土方M3228.810.2582346.9332挖带型基础土方M3125.1324.72590.6541土(石)方回填M3128.49226.8083444.67桩与地基基础工程0.0.00115988.2651粉喷桩M4683.24.768115988.26砌筑工程0.0.0080990.1061砖 基 础砖品种、规格、强度等级:蒸压粉煤灰砖MU20;砂浆强度等级:水泥砂
3、浆M5.0;M339.61209.0138278.9971零星砌砖M37.6262.9581998.4881砌块墙砖品种:加气砼砌块;砂浆强度等级:混合砂浆M10M3352.200.88870712.63混凝土及钢筋混凝土工程0.0.00344518.4991带型基础垫层材料种类、厚度:C10混凝土100;混凝土强度等级:C25;混凝土拌合料要求:现场搅拌;M322.271249.0375546.30101独立基础垫层材料种类、厚度:C10混凝土;混凝土强度等级:C25;混凝土拌合料要求:现场搅拌;M362.449288.67118027.24111矩形柱混凝土强度等级:C25;混凝土拌合料要
4、求:现场搅拌;M343.643294.38512847.85122构造柱混凝土强度等级:C20;混凝土拌合料要求:现场搅拌;M39.8295.3712894.64131矩形梁混凝土强度等级:C25;混凝土拌合料要求:现场搅拌;M374.2264.11419597.29141圈梁混凝土强度等级:C20;混凝土拌合料要求:现场搅拌;M312.33292.6583608.48151有梁板混凝土强度等级:C25;混凝土拌合料要求:现场搅拌;M314.864265.9193952.62161挑檐板混凝土强度等级:C25;混凝土拌合料要求:现场搅拌;M32.77299.524829.68171阳台板混凝土
5、强度等级:C25;混凝土拌合料要求:现场搅拌;M319.283110.302126.91181空心板现浇板带混凝土强度等级:C25;混凝土拌合料要求:现场搅拌;M35.987283.4261696.87191直形楼梯混凝土强度等级:C25;混凝土拌合料要求:现场搅拌;M2145.72.92310573.81201女儿墙线条混凝土强度等级:C20;混凝土拌合料要求:现场搅拌;M331.027355.80711039.64211散水混凝土强度等级:C15;混凝土拌合料要求:现场搅拌;M265.720.0421316.76221预制过梁混凝土强度等级:C20;M32.97262.666780.122
6、31空心板3551混凝土强度等级:C30;块339.56.7319231.45242空心板3552混凝土强度等级:C30;块119.56.766754.46251现浇混凝土钢筋钢筋种类、规格:圆钢8;T5.996163.84936921.45262现浇混凝土钢筋钢筋种类、规格:圆钢10;T1.3425927.2577954.38273现浇混凝土钢筋钢筋种类、规格:圆钢12;T0.2196062.581327.71284现浇混凝土钢筋钢筋种类、规格:螺纹钢12;T3.1816401.96820364.66295现浇混凝土钢筋钢筋种类、规格:螺纹钢14;T1.4846194.6629192.883
7、06现浇混凝土钢筋钢筋种类、规格:螺纹钢16;T3.1286057.0118946.33317现浇混凝土钢筋钢筋种类、规格:螺纹钢18;T6.8956010.18241440.20328现浇混凝土钢筋钢筋种类、规格:螺纹钢20;T3.6655978.73121912.05339现浇混凝土钢筋钢筋种类、规格:螺纹钢22;T1.8625930.55911042.70340现浇混凝土钢筋钢筋种类、规格:螺纹钢25;T6.4585897.48238085.94351预制构件钢筋T0.3236719.8712170.52361先张法预应力钢筋钢筋种类、规格:冷扎带肋钢筋;锚具种类:5;T1.545758
8、4.55511718.14370002电渣压力焊接头个561.3.121750.32381螺栓、铁件T0.1137673.716867.13屋面及防水工程0.0.0022105.20391屋面1、20厚1:2.5水泥砂浆找平;2、20厚1:8水膨胀珍珠岩蔌陶粒填写找2.5%;3、20厚1:2.5水泥砂浆找平;4、2厚环氧树脂防水料;5、一层1.2厚聚氯乙烯合成高分子卷材;6、30厚1:4干硬性水泥面撒素水泥一道。M2319.28458.21218586.02401地面变形缝98ZJ111-11-3M5.0510.55353.29412楼面变形缝98ZJ111-12-3M5.0555.55228
9、0.54421屋面排水管排水管品种、规格:PVC100mm;M81.39.3253185.34楼地面工程0.0.0073130.4943001残疾人坡道05ZJ301-9-5M210.5112.0481176.50441现浇水磨石地面垫层材料种类、厚度:80厚C15混凝土垫层;找平层厚度、砂浆配合比:18厚1:3水泥砂浆;面层厚度、水泥石子浆配合比:水泥白石子浆1:2;详见05ZJ001地12M2242.3261.70614952.61452现浇水磨石地面垫层材料种类、厚度:80厚C15混凝土垫层;找平层厚度:60厚C20防水层找坡12%(最薄不小于30);面层厚度、水泥石子浆配合比:水泥白石
10、子浆1:2;详见05ZJ001地52M214.81470.2331040.44465现浇水磨石楼梯面M2145.101.98914788.42473现浇水磨石楼面找平层厚度、砂浆配合比:18厚1:3水泥砂浆;面层厚度、水泥石子浆配合比:水泥白石子浆1:2;嵌条材料种类、规格:铜嵌条;详见05ZJ001楼6M2582.644.65126013.80484现浇水磨石楼面找坡层厚度:50厚C20防水层找坡12%(最薄不小于20);找平层厚度、砂浆配合比:18厚1:3水泥砂浆;2厚一布四涂氯丁胶沥青防水涂料,面层厚度、水泥石子浆配合比:水泥白石子浆1:2;嵌条材料种类、规格:铜嵌条;详见05ZJ001
11、楼31M226.8457.7221549.26491面砖踢脚线.05ZJ001踢20M266.45465.9094379.89501残疾人坡道栏杆05ZJ301-8-1M13.2198.4192619.14511硬木扶手带栏杆98ZJ401-10-YM46.29123.5475719.00521水泥砂浆台阶面98ZJ001-65-2M27.9112.839891.43墙、柱面工程0.0.0087435.62531油漆墙面05ZJ001裙3M2277.2516.8334666.97542墙面水泥砂浆抹灰05ZJ001内墙7M22135.89.58720476.14551面砖墙面05ZJ001裙1
12、0M247.4551.782456.95561卫生隔断98ZJ512-15-1M240.125.055001.98571零星项目一般抹灰M250.34.8271741.35582块料外墙面M21130.2146.97653092.23天棚工程0.0.008245.53591天棚水泥砂浆抹灰05ZJ001顶4M2985.5098.3678245.53门窗工程0.0.0068490.22601镶板木门M2框截面尺寸:10002100,油漆品种、刷漆遍数:调和漆一底三度樘22.340.7327496.11612镶板木门M3框截面尺寸:12002100,油漆品种、刷漆遍数:调和漆一底三度樘3.364.
13、2041092.61623镶板木门M4框截面尺寸:8002100,油漆品种、刷漆遍数:调和漆一底三度樘4.272.5131090.05634镶板木门M5框截面尺寸:15002100,油漆品种、刷漆遍数:调和漆一底三度樘1.455.737455.74641M1框截面尺寸:24003000樘2.1500.5953001.19651塑钢窗C1外围尺寸:1800900樘8.337.6342701.07662塑钢窗C2外围尺寸:18001800樘56.675.26837815.00673塑钢窗C3外围尺寸:12001800樘3.450.1791350.54681金属百叶窗外围尺寸:11003000樘16
14、.674.17710786.84694塑钢窗C4外围尺寸:18001800樘4.675.2682701.07油漆、涂料、裱糊工程0.0.0028066.49701外墙涂料M270.26.0521823.64711抹灰面乳胶漆05ZJ001涂23M23120.8.41126242.85其他工程0.0.00156.3172001残疾人抓杆套1.156.312156.31合 计836098.62分部分项工程量综合单价计算表工程名称:XX市XX区XX办公楼序号项目编码工程项目名称单位数量综 合 单 价(元)人工费材料费机械使用费管理费利润小计11平整场地M2292.191.940.000.000.04
15、0.042.018 A1-42平整场地100M24.091138.600.000.002.772.77144.14421挖独立基础土方M3228.86.570.003.300.200.2010.258 A1-149正铲挖掘机挖土深度1.5m以内1000M30.384264.000.001950.5344.2944.292303.112 A1-23人工挖基坑一、二类土深度(2m以内)100M30.4273280.640.0011.2165.8465.843423.52032挖带型基础土方M3125.1322.250.002.290.090.094.720 A1-14人工挖沟槽一、二类土深度(2m
16、以内)100M30.1631484.560.003.8829.7729.771547.977 A1-149正铲挖掘机挖土深度1.5m以内1000M30.147264.000.001950.5344.2944.292303.11241土(石)方回填M3128.49222.750.003.020.520.5226.808 A1-39回填土夯填100M32.261293.600.00171.9729.3129.311524.19251粉喷桩M4683.2.2214.896.700.480.4824.768 A2-226粉喷桩水泥掺量每米55kg10M386.9119.68802.56361.1525
17、.6725.671334.73361砖 基 础砖品种、规格、强度等级:蒸压粉煤灰砖MU20;砂浆强度等级:水泥砂浆M5.0;M339.6153.59144.962.424.024.02209.013 A3-1水泥砂浆砖基础水泥砂浆M510M33.961535.921449.5224.2440.1940.192090.07471零星砌砖M37.6101.20148.822.835.065.06262.958 A3-105零星砌体水泥砂浆M510M30.761012.001488.1628.2850.5750.572629.57981砌块墙砖品种:加气砼砌块;砂浆强度等级:混合砂浆M10M3352
18、.44.04148.071.053.863.86200.888 A3-165加气混凝土砌块墙600300(125、200、250)混合砂浆M510M335.2440.441480.6710.5138.6338.632008.88291带型基础垫层材料种类、厚度:C10混凝土100;混凝土强度等级:C25;混凝土拌合料要求:现场搅拌;M322.27160.65172.406.414.794.79249.037 A4-11基础垫层C1010M30.096594.441402.7061.4741.1741.172140.954 A4-3换带形基础C20碎石砼无梁式 换:C25碎石混凝土40MM(坍落
19、度30-50)10M32.227580.801663.3061.4746.1146.112397.792101独立基础垫层材料种类、厚度:C10混凝土;混凝土强度等级:C25;混凝土拌合料要求:现场搅拌;M362.44973.53196.557.495.555.55288.671 A4-11基础垫层C1010M31.36594.441402.7061.4741.1741.172140.954 A4-5换独立基础C20 换:C25碎石混凝土40MM(坍落度30-50)10M36.245605.881659.9861.4746.5546.552420.423111矩形柱混凝土强度等级:C25;混凝
20、土拌合料要求:现场搅拌;M343.643106.79166.349.945.665.66294.385 A4-22换矩形柱C20 换:C25碎石混凝土40MM(坍落度30-50)10M34.3641067.881663.3799.3756.6156.612943.851122构造柱混凝土强度等级:C20;混凝土拌合料要求:现场搅拌;M39.8121.53152.559.945.685.68295.371 A4-25构造柱C2010M30.981215.281525.4599.3756.8056.802953.711131矩形梁混凝土强度等级:C25;混凝土拌合料要求:现场搅拌;M374.277
21、.18166.849.945.085.08264.114 A4-28换单梁连续梁悬臂梁C20 换:C25碎石混凝土40MM(坍落度30-50)10M37.42771.761668.4399.3750.7950.792641.144141圈梁混凝土强度等级:C20;混凝土拌合料要求:现场搅拌;M312.33115.63155.839.945.635.63292.658 A4-30圈梁C2010M31.2331156.321558.3399.3756.2856.282926.583151有梁板混凝土强度等级:C25;混凝土拌合料要求:现场搅拌;M314.86466.84178.929.945.11
22、5.11265.919 A4-40换有梁板C20 换:C25碎石混凝土20MM(坍落度30-50)10M31.486668.361789.1899.3751.1451.142659.188161挑檐板混凝土强度等级:C25;混凝土拌合料要求:现场搅拌;M32.77113.85160.3413.825.765.76299.524 A4-49换遮阳板C20 换:C25碎石混凝土20MM(坍落度30-50)10M23.46391.08128.2711.054.614.61239.619171阳台板混凝土强度等级:C25;混凝土拌合料要求:现场搅拌;M319.28339.1661.335.572.12
23、2.12110.300 A4-48换阳台C20 换:C25碎石混凝土20MM(坍落度30-50)10M25.702132.44207.3918.837.177.17373.012181空心板现浇板带混凝土强度等级:C25;混凝土拌合料要求:现场搅拌;M35.98780.34182.249.945.455.45283.426 A4-42换平板C20 换:C25碎石混凝土20MM(坍落度30-50)10M30.599803.441822.4399.3754.5054.502834.256191直形楼梯混凝土强度等级:C25;混凝土拌合料要求:现场搅拌;M2145.26.3140.003.801.4
24、01.4072.923 A4-50换整体楼梯C20 换:C25碎石混凝土40MM(坍落度30-50)10M214.5263.12400.0438.0214.0214.02729.228201女儿墙线条混凝土强度等级:C20;混凝土拌合料要求:现场搅拌;M331.027126.63199.7015.796.846.84355.807 A4-57换零星构件C20 换:C25碎石混凝土15MM(坍落度30-50)10M33.1031266.321996.98157.9268.4268.423558.074211散水混凝土强度等级:C15;混凝土拌合料要求:现场搅拌;M265.76.6511.650.
25、960.390.3920.042 A4-59砼散水面层一次抹光100M20.657665.281165.4396.4038.5438.542004.198221预制过梁混凝土强度等级:C20;M32.9763.68162.2826.605.055.05262.666 A4-68过梁悬挑梁C2010M30.297636.821622.80266.0250.5150.512626.656231空心板3551混凝土强度等级:C30;块339.17.2033.993.351.091.0956.730 A4-88空心板C3010M34.305722.072226.11254.3964.0564.0533
26、30.676 A4-576空心板不焊接每个构件体积(0.2m3以内)卷扬机10M34.305409.6446.470.009.129.12474.353 A4-632空心板灌缝10M34.305223.08403.989.6812.7312.73662.206242空心板3552混凝土强度等级:C30;块119.17.2134.013.361.091.0956.760 A4-88空心板C3010M31.512722.072226.11254.3964.0564.053330.676 A4-576空心板不焊接每个构件体积(0.2m3以内)卷扬机10M31.512409.6446.470.009.
27、129.12474.353 A4-632空心板灌缝10M31.512223.08403.989.6812.7312.73662.206251现浇混凝土钢筋钢筋种类、规格:圆钢8;T5.99735.245138.2053.34118.54118.546163.849 A4-642现浇构件圆钢筋(8mm以内)T5.99735.245138.2053.34118.54118.546163.849262现浇混凝土钢筋钢筋种类、规格:圆钢10;T1.342531.965122.2745.05113.99113.995927.257 A4-643现浇构件圆钢筋(10mm以内)T1.342531.96512
28、2.2745.05113.99113.995927.257273现浇混凝土钢筋钢筋种类、规格:圆钢12;T0.219435.605278.40115.41116.59116.596062.580 A4-644现浇构件圆钢筋(12mm以内)T0.219435.605278.40115.41116.59116.596062.580284现浇混凝土钢筋钢筋种类、规格:螺纹钢12;T3.181473.885545.40136.45123.11123.116401.968 A4-655现浇构件螺纹钢筋(12mm以内)T3.181473.885545.40136.45123.11123.116401.96
29、8295现浇混凝土钢筋钢筋种类、规格:螺纹钢14;T1.484397.325432.40126.68119.13119.136194.662 A4-656现浇构件螺纹钢筋(14mm以内)T1.484397.325432.40126.68119.13119.136194.662306现浇混凝土钢筋钢筋种类、规格:螺纹钢16;T3.128359.045340.46124.54116.48116.486057.010 A4-657现浇构件螺纹钢筋(16mm以内)T3.128359.045340.46124.54116.48116.486057.010317现浇混凝土钢筋钢筋种类、规格:螺纹钢18;T
30、6.895310.645354.58113.81115.58115.586010.182 A4-658现浇构件螺纹钢筋(18mm以内)T6.895310.645354.58113.81115.58115.586010.182328现浇混凝土钢筋钢筋种类、规格:螺纹钢20;T3.665285.565349.69113.53114.98114.985978.731 A4-659现浇构件螺纹钢筋(20mm以内)T3.665285.565349.69113.53114.98114.985978.731339现浇混凝土钢筋钢筋种类、规格:螺纹钢22;T1.862255.205347.7099.56114
31、.05114.055930.559 A4-660现浇构件螺纹钢筋(22mm以内)T1.862255.205347.7099.56114.05114.055930.559340现浇混凝土钢筋钢筋种类、规格:螺纹钢25;T6.458228.365356.7285.57113.41113.415897.482 A4-661现浇构件螺纹钢筋(25mm以内)T6.458228.365356.7285.57113.41113.415897.482351预制构件钢筋T0.323732.915488.66239.84129.23129.236719.871 A4-669预制构件圆钢筋(8mm以内)T0.323
32、732.915488.66239.84129.23129.236719.871361先张法预应力钢筋钢筋种类、规格:冷扎带肋钢筋;锚具种类:5;T1.545877.046338.0877.72145.86145.867584.555 A4-711先张法预应力钢筋(5mm)以内T1.545877.046338.0877.72145.86145.867584.555370002电渣压力焊接头个561.0.000.003.000.060.063.120 估电渣压力焊接接头个561.0.000.003.000.060.063.120381螺栓、铁件T0.1131078.005645.63654.941
33、47.57147.577673.716 A4-736铁件T0.1131078.005645.63654.94147.57147.577673.716391屋面1、20厚1:2.5水泥砂浆找平;2、20厚1:8水膨胀珍珠岩蔌陶粒填写找2.5%;3、20厚1:2.5水泥砂浆找平;4、2厚环氧树脂防水料;5、一层1.2厚聚氯乙烯合成高分子卷材;6、30厚1:4干硬性水泥面撒素水泥一道。M2319.28417.5437.590.851.121.1258.212 B1-19水泥砂浆砼或硬基层上厚度20mm100M23.193343.20364.3227.4814.7014.70764.396 A8-21
34、2屋面保温现浇水泥珍珠岩10M30.958316.361458.720.0035.5035.501846.083 B1-19水泥砂浆砼或硬基层上厚度20mm100M23.193343.20364.3227.4814.7014.70764.396 A8-35环氧酚醛漆每层100M23.193149.60409.9830.0511.7911.79613.213 A7-73聚氯乙烯防水卷材屋面100M23.512748.001984.030.0054.6454.642841.313401地面变形缝98ZJ111-11-3M5.053.576.490.090.200.2010.553 A4-100地沟
35、盖板C2010M30.002719.251805.56255.3355.6055.602891.342 A7-178油浸麻丝平面100M0.051330.88583.780.0018.2918.29951.249412楼面变形缝98ZJ111-12-3M5.059.2244.200.001.071.0755.552 A7-202铁皮盖板平面100M0.051590.923836.000.0088.5488.544603.994 A7-178油浸麻丝平面100M0.051330.88583.780.0018.2918.29951.249421屋面排水管排水管品种、规格:PVC100mm;M81.
36、12.6425.170.000.760.7639.325 A7-106塑料(PVC)落水管100mm10M8.195.48214.150.006.196.19322.013 A7-108塑料雨水口方形(接口直径)100mm10个0.6142.12184.130.006.536.53339.302 A7-110塑料水斗方形(接口直径)100mm10个0.6117.92228.960.006.946.94360.751 A7-112塑料弯头100mm10个0.6157.5294.090.005.035.03261.67843001残疾人坡道05ZJ301-9-5M210.524.8480.242.672.152.15112.048 B1-17混凝土垫层10M30.105539.001364.52146.3441.0041.002131.855 B1-11砾(碎)石灌浆10M30.158358.60846.7643.5824.9824.981298.897 B1-19水泥砂浆砼或硬基层上厚度20mm100M20.105343.20364.3227.4814.7014.70764.39
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