表5.5 分部分项工程量清单综合单价分析表

1、表表5.55.5 分分部部分分项项工工程程量量清清单单综综合合单单价价分分析析表表工程名称：*别墅C户型表5.5序序号号编编号号名名称称计计量量数数量量综综 合合 单单 价价（元元）合合计计（元元）单单位位人人工工费费材材料料费费机机械械费费管管理理费费利利润润风风险险费费用用小小计计1010103001001 土（石）方回填 m31352.334.01 0.520.770.54 5.8579111-24人工就地回填土 夯实 m31352.334.01 0.520.770.54 5.8579112010201003001混凝土灌注桩:人工挖孔灌注桩，单根长度6.00m，直径800mm，底部扩孔

2、1100mm，混凝土护壁成孔，C25护壁上宽120，下宽50，每节1m，第一节护壁加厚50mm，C25混凝土灌注 m12160303.445736.8926.04 583.3870012-80H人工挖桩孔 孔深10m内 800mm内 m317.8142.932.7317.3210.247.23 80.4414332-87H人工挖孔桩入岩增加费 m32.5473.012.68.3713.839.76 107.572732-88HC25(40)人工挖孔桩砼护壁安设 m32.98199.16326.8156.7943.5130.71 656.9819582-89HC25(20)人工挖孔桩砼灌芯 m3

3、8.136.4321.9522.8510.077.11 398.3932272-137H凿人工挖孔桩桩头 800mm以内 个240.872.21 6.954.91 54.941103010201003002混凝土灌注桩:人工挖孔灌注桩，单根长度6.00m，直径800mm，C25混凝土护壁成孔，护壁上宽120，下宽50，每节1m，第一节护壁加厚50mm，C25混凝土灌注 m114159.27289.9457.2636.8125.98 569.26648962-80H人工挖桩孔 孔深10m内 800mm内 m3179.6542.932.7317.3210.247.23 80.44144512-87

4、H人工挖孔桩入岩增加费 m319.3373.012.68.3713.839.77 107.5720792-88HC25(40)人工挖孔桩砼护壁安设 m328.27199.16326.8156.7843.5130.71 656.98185732-89HC25(20)人工挖孔桩砼灌芯 m372.1636.4321.9522.8510.077.11 398.39287482-137H凿人工挖孔桩桩头 800mm以内 个1940.872.21 6.954.9 54.9310444010301001001砖基础砖胎膜:砼实心砖240mm厚,M10.0水泥砂浆砌筑;砖胎膜外侧1:3水泥砂浆抹灰 m320.

5、2776.58250.573.7213.659.64 354.167179J1-1H混凝土实心砖基础 M10.0现拌砂浆240*115*53m320.2729.38187.271.765.293.74 227.44461011-6H1:3砖胎膜水泥砂浆抹灰 m2223.644.285.740.180.760.53 11.4925705010304001001空心砖墙、砌块墙:MU10烧结页岩多孔砖,厚240mm,M5.0混合砂浆砌筑 m363.9129.9232.671.485.333.77 273.1517457J1-55HM5.0烧结多孔砖 现拌砂浆1砖墙 m363.9129.9232.6

6、71.485.333.77 273.15174576010304001002空心砖墙、砌块墙:砂加气混凝土砌块,厚240,M5.0混合砂浆砌筑 m354.9120.28270.050.953.612.55 297.4416332分分部部分分项项工工程程量量清清单单综综合合单单价价分分析析表表工程名称：*别墅C户型 续表5.5序序号号编编号号名名称称计计量量数数量量综综 合合 单单 价价（元元）合合计计（元元）单单位位人人工工费费材材料料费费机机械械费费管管理理费费利利润润风风险险费费用用小小计计J1-129H蒸压砂加气混凝土砌块 300mm厚以内墙(M5.0混合砂浆） m354.9120.28

7、270.050.953.612.55 297.44163327010302006001零星砌砖:台阶挡墙,240厚:70厚碎石垫层基础:MU10烧结页岩砖,M5.0水泥砂浆砌筑 m32.443.39237.581.357.615.37 295.37093-9碎石干铺垫层 m30.2313.2663.261.042.431.7 81.719J1-61H烧结页岩多孔砖 现拌砂浆零星砌体 m32.442.12231.521.257.385.2 287.476908010401002001 独立基础 m319.1910.68422.550.761.951.37 437.3183924-197H商品泵送

8、混凝土C15(20)砼基础垫层浇捣 m36.268.84298.620.661.621.14 310.8819464-199H商品泵送砼 C25(20)砼独立基础浇捣 m319.197.8325.130.551.421 335.964469010401002002 基础梁 m311.2311.59453.30.832.111.49 469.3352714-197H商品泵送混凝土C15(20)砼基础垫层浇捣 m34.828.84298.620.661.621.14 310.8814984-199H商品泵送砼 C25(20)砼基础浇捣 m311.237.8325.130.541.421 335.9

9、377210010401003001满堂基础:C25 S6抗渗砼,100厚C15砼垫层,1:3水泥砂浆找平,1.5厚三元乙丙防水卷材. m368.327.54988.221.614.963.5 1025.82700644-197H砼基础垫层浇捣(商品泵送混凝土C15(20) m334.798.84298.620.661.621.14 310.881081610-11:3水泥砂浆找平层 厚20mm m2347.91.954.760.140.360.25 7.4525924-200H商品泵送防水砼 C25/P8(20)砼满堂基础浇捣 m368.38.32346.820.551.511.06 358

10、.26244697-44H墙面三元乙丙丁基橡胶卷材防水层(1.5厚) m2571.540.5755.5700.10.07 56.313218311010402001001矩形柱:C25砼矩形柱,截面周长1.8m以内,层高3.6m以内 m37.9634.58325.620.916.034.26 371.41295654-203H商品泵送砼 C25(20)砼独立柱浇捣 m37.9634.58325.620.916.034.26 371.41295612010402001002矩形柱:C25砼矩形柱,截面周长1.8m以内,层高5.6m以内 m32.5834.58325.620.916.034.26

11、371.419584-203H商品泵送砼 C25(20)砼独立柱浇捣 m32.5834.58325.620.916.034.26 371.4195813010402001003矩形柱:C25砼矩形柱,截面周长1.2m以内,层高3.6m以内 m30.3834.58325.630.926.034.26 371.42141分分部部分分项项工工程程量量清清单单综综合合单单价价分分析析表表工程名称：*别墅C户型 续表5.5序序号号编编号号名名称称计计量量数数量量综综 合合 单单 价价（元元）合合计计（元元）单单位位人人工工费费材材料料费费机机械械费费管管理理费费利利润润风风险险费费用用小小计计4-203

12、H商品泵送砼 C25(20)砼独立柱浇捣 m30.3834.58325.630.926.034.26 371.4214114010402001004矩形柱:C25砼矩形柱,截面周长1.2m以内,层高5.6m以内 m30.6934.58325.620.916.034.26 371.412564-203H商品泵送砼 C25(20)砼独立柱浇捣 m30.6934.58325.620.916.034.26 371.4125615010402001004 矩形柱:C20砼构造柱,层高3.6m以内 m31.1946.02318.461.378.065.69 379.64524-204商品泵送砼 C20(2

13、0)砼构造柱浇捣 m31.1946.02318.461.378.065.69 379.645216010402001005 矩形柱:C20砼构造柱,层高4.6m以内 m31.0746.02318.461.378.065.69 379.64064-204商品泵送砼 C20(20)砼构造柱浇捣 m31.0746.02318.461.378.065.69 379.640617010402001006 矩形柱:C20砼构造柱,层高5.6m以内 m31.6646.02318.461.378.055.69 379.596304-204商品泵送砼 C20(20)砼构造柱浇捣 m31.6646.02318.4

14、61.378.055.69 379.5963018010402001007 矩形柱:C20砼梯形柱 m30.2534.6325.640.926.044.28 371.48934-203H商品泵送砼 C25(20)砼独立柱浇捣 m30.2534.6325.640.926.044.28 371.489319010402002001 异形柱:C25砼异形柱,层高3.6m以内 m327.8734.58325.620.916.034.26 371.4103514-203HC25(20)砼独立柱浇捣 m327.8734.58325.620.916.034.26 371/p>

15、02 异形柱:C25砼异形柱,层高5.6m内 m33.0534.58325.620.916.034.26 371.41133114-203HC25(20)砼独立柱浇捣 m33.0534.58325.620.916.034.26 371.4113321010402002003异形柱:C25砼圆形柱,截面直径500以内,层高3.6m以内 m31.4534.58325.620.916.034.26 371.415394-203H商品泵送砼 C25(20)砼独立柱浇捣 m31.4534.58325.620.916.034.26 371.4153922010402002004异形柱:C25砼圆形柱,截面

16、直径500以内,层高4.6m以内 m31.0934.58325.620.916.044.26 371.44054-203H商品泵送砼 C25(20)砼独立柱浇捣 m31.0934.58325.620.916.044.26 371.440523010403002001矩形梁:C25砼矩形梁,梁高0.6m以上，层高3.6m以内 m33.0514.82328.670.912.671.89 348.961064分分部部分分项项工工程程量量清清单单综综合合单单价价分分析析表表工程名称：*别墅C户型 续表5.5序序号号编编号号名名称称计计量量数数量量综综 合合 单单 价价（元元）合合计计（元元）单单位位人

17、人工工费费材材料料费费机机械械费费管管理理费费利利润润风风险险费费用用小小计计4-207HC25(20)砼梁浇捣 m33.0514.82328.670.912.671.89 348.96106424010403002002矩形梁:C25砼矩形梁,梁高0.6m以内，层高3.6m以内 m311.8814.82328.670.912.671.89 348.9641464-207HC25(20)砼梁浇捣 m311.8814.82328.670.912.671.89 348.96414625010403002003矩形梁:C25砼矩形梁,梁高0.3m以内，层高3.6m以内 m30.1514.8328.6

18、70.932.671.87 348.93524-207HC25(20)砼梁浇捣 m30.1514.8328.670.932.671.87 348.935226010403002004矩形梁:C25砼矩形梁,梁高0.3m以内，层高4.6m以内 m30.1414.79328.640.932.641.86 348.86494-207H商品泵送砼 C25(20)砼梁浇捣 m30.1414.79328.640.932.641.86 348.864927010403002004矩形梁:C25砼矩形梁,梁高0.6m以内,层高4.6m以内 m311.8514.82328.670.912.671.89 348.

19、9641354-207HC25(20)砼梁浇捣 m311.8514.82328.670.912.671.89 348.96413528010403002005矩形梁:C25砼矩形梁,梁高0.6m以内,层高5.6m以内 m35.9314.82328.670.912.671.89 348.9620694-207H商品泵送砼 C25(20)砼梁浇捣 m35.9314.82328.670.912.671.89 348.96206929010403002005矩形梁:C25砼矩形梁,梁高0.6m以内,层高6.6m以内 m30.8614.83328.670.912.671.88 348.97300204-

20、207H商品泵送砼 C25(20)砼梁浇捣 m30.8614.83328.670.912.671.88 348.9730030010403002006矩形梁:C25砼矩形梁,梁高0.6m以内,层高7.6m以内 m31.1814.82328.670.912.681.89 348.974124-207H商品泵送砼 C25(20)砼梁浇捣 m31.1814.82328.670.912.681.89 348.9741231010403004001 异形梁:C25砼异形梁 m34.2914.82328.670.912.671.89 348.9714974-207H商品泵送砼 C25(20)砼梁浇捣 m3

21、4.2914.82328.670.912.671.89 348.97149732010403004001 圈梁：C20砼圈梁，截面尺寸240*240 m31.7123.14327.681.374.172.94 359.36144-208商品泵送砼 C20(20)砼圈梁浇捣 m31.7123.14327.681.374.172.94 359.361433010403006001 拱形梁：C25砼拱形梁 m30.4823.15332.751.384.172.94 364.38175分分部部分分项项工工程程量量清清单单综综合合单单价价分分析析表表工程名称：*别墅C户型 续表5.5序序号号编编号号名名

22、称称计计量量数数量量综综 合合 单单 价价（元元）合合计计（元元）单单位位人人工工费费材材料料费费机机械械费费管管理理费费利利润润风风险险费费用用小小计计4-208HC25(20)砼拱形梁浇捣 m30.4823.15332.751.384.172.94 364.3817534010404001001 直形墙：C25砼直形墙，层高5.6m以内 m313.8128.34326.790.914.973.51 364.5350344-213HC25(20)砼墙浇捣 厚10cm上 m313.8128.34326.790.914.973.51 364.53503435010405003001平板：C25砼

23、平板,板厚100mm内，层高3.6m以内 m36.6813.78338.6312.511.77 357.7123904-210HC25(20)砼板浇捣 m36.6813.78338.6312.511.77 357.71239036010405003003平板：C25砼平板,板厚100mm上，层高3.6m以内 m316.3313.78338.6412.511.77 357.7158414-210HC25(20)砼板浇捣 m316.3313.78338.6412.511.77 357.71584137010405003007平板：C25砼斜板,板厚100mm上,=35度,层高5.6m以内 m325

24、.3415.16338.631.012.751.94 359.4991094-210HC25(20)砼板浇捣 m325.3415.16338.631.012.751.94 359.49910938010405003007平板：C25砼斜板,板厚100mm内,=30度,层高3.6m以内 m34.13316.54338.6412.982.11 361.261493294-210HC25(20)砼板浇捣 m34.13316.54338.6412.982.11 361.26149339010405003010 平板：C20砼翻边 m32.2113.78333.5612.511.77 352.63779

25、4-210商品泵送砼 C20(20)砼翻边浇捣 m32.2113.78333.5612.511.77 352.6377940010405006001 栏板：C25砼栏板 m31.5254.86331.251.389.566.75 403.86144-222HC25(20)砼栏板浇捣 m31.5254.86331.251.389.566.75 403.861441010406001001 直形楼梯：C25砼直形楼梯 m29.114.9479.690.320.890.63 86.477884-218HC25(20)砼直形楼梯浇捣 m29.114.9479.690.320.890.63 86.477

26、8842010407001001 其他构件：C25混凝土烟囱顶 m31.7639.78360.561.386.994.94 413.657284-224HC25(20)砼烟囱顶浇捣 m31.7639.78360.561.386.994.94 413.6572843010407001002其他构件台阶:天然褐色板岩饰面（9.90m2）,30厚1:3干硬性水泥砂浆;100厚C15砼;70厚碎石垫层;素土夯实 m27.8640.21306.843.257.395.22 362.912852 分分部部分分项项工工程程量量清清单单综综合合单单价价分分析析表表工程名称：*别墅C户型 续表5.5序序号号编编

27、号号名名称称计计量量数数量量综综 合合 单单 价价（元元）合合计计（元元）单单位位人人工工费费材材料料费费机机械械费费管管理理费费利利润润风风险险费费用用小小计计9-100现浇现拌砼 C15(40)混凝土台阶 m27.862662.592.964.923.47 99.9578610-158H天然褐色板岩台阶(1:3干硬水泥砂浆) m29.911.28193.920.231.961.38 208.77206744010407001003 其他构件：C25混凝土线脚 m31.9139.78360.561.376.994.94 413.647904-224HC25(20)砼线脚浇捣 m31.9139

28、.78360.561.376.994.94 413.6479045010407001004 其他构件：C20混凝土门槛、墙槛 m30.0739.71355.431.4375 408.57294-224商品泵送砼 C20(20)砼门槛、墙槛浇捣 m30.0739.71355.431.4375 408.572946010407002001散水宽600mm:沥青砂浆嵌缝(57.14m);70厚C15混凝土提浆抹光80厚压实碎石;素土夯实 m231.0510.7333.981.352.051.45 49.5615399-92H现浇现拌砼 C15(40)砼墙脚护坡 m231.057.3823.771.3

29、51.481.05 35.041088387-1011:2:7沥青砂浆嵌缝 断面30150mm2 m57.141.825.54 0.310.22 7.8945147010416001001 现浇混凝土钢筋圆钢 t6.893335.43613.3548.3465.2446.05 4108.38283194-393现浇构件 圆钢 t6.893335.43613.3548.3465.2446.05 4108.382831948010416001002 现浇混凝土钢筋螺纹钢 t24.14140.43608.4980.6437.5826.52 3893.63939924-394现浇构件 螺纹钢 t24.

30、14140.43608.4980.6437.5826.52 3893.639399249010416001002 护壁钢筋（圆钢） t1.894335.43613.3548.3465.2446.05 4108.3877814-393现浇构件 圆钢 t1.894335.43613.3548.3465.2446.05 4108.38778150010416004001 钢筋笼圆钢 t0.572371.83585.23148.9588.5362.48 4256.9924354-398桩基础圆钢钢筋笼 t0.572371.83585.23148.9588.5362.48 4256.9924355101

31、0416004002 钢筋笼螺纹钢 t1.325140.43586.24148.9549.1934.72 3959.5152464-399桩基础螺纹钢钢筋笼 t1.325140.43586.24148.9549.1934.72 3959.51524652010417002001 预埋铁件 t0.023509.577291.74427.39159.13112.61 8500.43196 分分部部分分项项工工程程量量清清单单综综合合单单价价分分析析表表工程名称：*别墅C户型 续表5.5序序号号编编号号名名称称计计量量数数量量综综 合合 单单 价价（元元）合合计计（元元）单单位位人人工工费费材材料料

32、费费机机械械费费管管理理费费利利润润风风险险费费用用小小计计4-410预埋铁件 t0.023509.577291.74427.39159.13112.61 8500.4319653010701001001瓦屋面青灰色英红瓦=35;挂瓦条30*25(h)mm,中距按瓦材规格;阻隔膜卷材;顺水条30*25(h)mm冲距500mm;40厚挤塑聚苯乙烯保温板(间距1m设30*50mm硬木防滑条与屋面可靠连接);3厚APP改性沥青防水卷材;20厚1:3水泥砂浆找平层 m2299.739.74102.20.221.691.19 115.04344817-14H1:3英红彩瓦屋脊 m72.051.6410.

33、770.260.320.23 13.229537-11H屋面木基层上挂盖青灰色英红瓦 m2305.711.9224.93 0.330.23 27.4183805-29砼板上钉顺水条挂瓦条 m2299.730.787.79 0.130.09 8.826387-41H屋面阻隔膜卷材一层 m2299.730.3417.6 0.060.04 18.04540746J2-20H屋面保温隔热 聚苯乙烯泡沫保温板(40厚) m2299.733.12170.010.530.38 21.0463067-43H屋面APP改性沥青卷材防水层 m2299.731.227.03 0.20.14 28.57856310-

34、11:3水泥砂浆找平层 厚20mm m2299.731.954.760.140.360.25 7.45223354010701001002瓦屋面青灰色英红瓦=30;挂瓦条30*30;顺水条40*20450600;20厚1:3水泥砂浆找平层 m232.315.0640.910.180.890.63 47.6715407-14H1:3英红彩瓦屋脊 m5.51.6410.770.260.320.23 13.21737-11H屋面木基层上挂盖青灰色英红瓦 m234.391.9224.93 0.330.23 27.419435-29砼板上钉顺水条挂瓦条 m232.310.787.79 0.130.09

35、8.7928410-11:3水泥砂浆找平层 厚20mm m232.311.954.760.140.350.25 7.4524155010701001003瓦屋面青灰色英红瓦=42.34;挂瓦条30*30;顺水条40*20450600;20厚1:3水泥砂浆找平层 m27.494.8840.340.140.850.6 46.813517-11H屋面木基层上挂盖青灰色英红瓦 m28.351.9224.93 0.330.23 27.412295-29砼板上钉顺水条挂瓦条 m27.490.787.79 0.130.09 8.796610-11:3水泥砂浆找平层 厚20mm m27.491.954.760

36、.140.360.25 7.465656010702003001平屋面刚性防水200*200*10仿古广场地砖面层,20厚1:3干硬性水泥砂浆粘结;40厚C20现浇细石砼面层，内配b4200双向网筋;无纺布一层;35厚挤塑聚苯乙烯保温板;3厚APP改性沥青防水卷材;20厚1:3水泥砂浆找平层;1:8水泥炉渣找坡2%,最薄处30mm厚; m257.2420.65119.81.583.782.67 148.47849810-56H仿古广场砖 200*200*10(1:3干硬水泥砂浆) m257.247.7933.880.221.360.96 44.212531 分分部部分分项项工工程程量量清清单单

37、综综合合单单价价分分析析表表工程名称：*别墅C户型 续表5.5序序号号编编号号名名称称计计量量数数量量综综 合合 单单 价价（元元）合合计计（元元）单单位位人人工工费费材材料料费费机机械械费费管管理理费费利利润润风风险险费费用用小小计计7-1现浇现拌砼 C20(16)屋面细石砼防水层 厚4cmm257.243.213.180.580.640.45 18.0510337-27H屋面铺设无纺布一层 m257.240.290.96 0.050.03 1.3376J2-20H屋面保温隔热 聚苯乙烯泡沫保温板(35厚) m257.243.1215.220.010.530.38 19.2611027-43

38、H屋面APP改性沥青卷材防水层 m271.561.227.03 0.20.14 28.5720445310-11:3水泥砂浆找平层 厚20mm m257.241.954.760.140.360.25 7.454268-1011：8水泥炉渣找坡 m35.7222.36142.145.814.793.38 178.4810214-391冷拔钢丝 绑扎 t0.057577.193827.3742.28105.2674.39 4626.4926457010803003001保温隔热墙与土壤接触处外墙防水:1:3水泥砂浆找平层;1.5mm厚三元乙丙防水卷材;40厚聚苯乙烯保温板 m277.227.648

39、1.450.211.330.94 91.58707211-6H1:3墙面水泥砂浆抹灰 m277.224.285.740.180.760.53 11.498877-44H墙面三元乙丙丁基橡胶卷材防水层(1.5厚) m277.220.5755.5700.10.07 56.314348J2-8H墙体保温隔热 聚苯乙烯泡沫保温板(40厚) m277.222.7920.140.030.480.34 23.78183658020101001001水泥砂浆楼地面楼1(一层卫生间、设备间，二层3#卫生间):30厚1:3水泥砂浆找平 ，2厚JS防水涂料,四周上翻300mm;100厚C20素混凝土,从四周向地漏找

40、坡;1:6水泥焦渣填充 m226.968.06118.810.941.531.08 130.42351610-1H水泥砂浆找平层 厚30mm m226.961.957.150.20.370.26 9.932687-50H屋面涂刷JS防水涂料 厚2mm m238.221.6960.25 0.290.2 62.4423864-125现浇现拌砼 C20(40)砼基础垫层浇捣 m32.69627.04198.444.785.413.82 239.56468-1011:6 铺设炉(矿)渣砼 m31.21322.36142.145.814.793.38 178.4721659020101001002水泥砂

41、浆楼地面楼2:13厚1:1.5水泥砂浆面层压光;12厚1:2.5水泥砂浆底层;100厚C20素混凝土,从四周向地漏找坡;1:6水泥焦渣填充钢筋混凝土楼板 m26.796.2934.490.911.230.86 43.782974-125现浇现拌砼 C20(40)砼基础垫层浇捣 m30.67927.04198.444.795.413.81 239.4816310-3H水泥砂浆楼地面 厚25mm m26.792.588.240.170.470.33 11.79808-1011:6 铺设炉(矿)渣砼 m30.30622.35142.125.824.83.37 178.4655 分分部部分分项项工工程

42、程量量清清单单综综合合单单价价分分析析表表工程名称：*别墅C户型 续表5.5序序号号编编号号名名称称计计量量数数量量综综 合合 单单 价价（元元）合合计计（元元）单单位位人人工工费费材材料料费费机机械械费费管管理理费费利利润润风风险险费费用用小小计计60020101001003水泥砂浆楼地面其它房间(13层):13厚1:1.5水泥砂浆面层压光;12厚1:2.5水泥砂浆底层;钢筋混凝土楼板 m2268.712.588.240.170.470.33 11.79316810-3H水泥砂浆楼地面 厚25mm m2268.712.588.240.170.470.33 11.793168610201010

43、03001细石砼楼地面车库地面:撒干拌1:2水泥砂,表面压光;40厚C20细石砼面层,配筋b4200双向钢筋混凝土楼板 m220.364.9614.010.580.940.67 21.1743110-12H现浇细石混凝土楼地面 厚40mm m220.363.188.240.510.630.44 12.9926410-5H1:2水泥砂浆随捣随抹 m220.361.222.010.030.210.15 3.63744-391冷拔钢丝 绑扎 t0.025773827.542.5105.574.5 46279362020105001001水泥砂浆踢脚线高120mm:8厚1:2水泥砂浆面层,压实赶光;1

44、2厚1:3水泥砂浆底层,扫毛或划出纹道 m225.368.96.410.191.551.09 18.1446010-851:2水泥砂浆踢脚线 m225.368.96.410.191.551.09 18.1446063020106003001水泥砂浆楼梯面13厚1:1.5水泥砂浆面层压光;12厚1:2.5水泥砂浆底层 m29.1119.4114.060.393.372.38 39.6136110-1001:2.5水泥砂浆楼梯饰面 m29.1119.4114.060.393.372.38 39.6136164020201001001墙面一般抹灰内墙1(砖墙面):专用界面剂一道;20厚1:2.5水泥

45、砂浆抹面,木蟹抹平 m2177.485.746.650.181.010.71 14.29253611-61:2.5砖墙、砌块墙面水泥砂浆抹灰 m2177.484.285.830.180.760.53 11.58205511-66砖或混凝土墙面界面处理 m2177.481.470.82 0.250.18 2.7148165020201001002墙面一般抹灰内墙2(砖墙面):专用界面剂一道甩毛;8厚1:1:6水泥石灰膏砂浆打底;5厚1:0.5:2.5水泥石灰膏砂浆抹平;腻子批白 m2637.288.56.450.181.481.04 17.651124814-181H腻子批白 m2637.282

46、.490.58 0.420.3 3.79241511-11H1:1:6砖墙、砌块墙面混合砂浆抹灰 m2637.284.555.050.180.80.57 11.14709911-66砖或混凝土墙面界面处理 m2637.281.470.82 0.250.18 2.71172766020201001003墙面一般抹灰内墙2(砼墙面):专用界面剂一道甩毛;8厚1:1:6水泥石灰膏砂浆打底;5厚1:0.5:2.5水泥石灰膏砂浆抹平;腻子批白 m244.158.837.050.181.531.08 18.6682414-181H腻子批白 m244.152.490.58 0.420.3 3.7916711

47、-12H混凝土墙面混合砂浆抹灰 m244.154.875.650.180.860.61 12.16537 分分部部分分项项工工程程量量清清单单综综合合单单价价分分析析表表工程名称：*别墅C户型 续表5.5序序号号编编号号名名称称计计量量数数量量综综 合合 单单 价价（元元）合合计计（元元）单单位位人人工工费费材材料料费费机机械械费费管管理理费费利利润润风风险险费费用用小小计计11-66砖或混凝土墙面界面处理 m244.151.470.82 0.250.18 2.7112067020204001001石材墙面外墙深褐色粗糙文化石:基层墙体;界面砂浆;胶粉聚苯颗粒保温砂浆层;810厚抗裂砂浆复合热

48、镀锌电焊网(塑料锚栓锚固);石材粘结砂浆;深褐色粗糙文化(按浙江省建筑标准设计外墙外保温构造详图（一）2006浙J54) m2104.4422.28130.980.393.852.72 160.2316734J2-1墙体保温隔热 聚苯颗粒保温砂浆 m2104.444.6817.250.210.830.59 23.552460J2-13H抗裂防护层 热镀锌钢丝网 抗裂砂浆 810mm厚 m2104.445.432.430.070.930.66 39.49412411-98H1:2墙面镶贴深褐色粗糙文化石 m2104.4412.281.30.112.091.48 97.18101496802020

49、4001002石材墙面:外墙面清理;固定热镀锌钢架(20kg/m2);25厚光面石材干挂,不锈钢挂件 m235.9137.51439.653.917.044.97 493.091770711-78H干挂钢龙骨上25厚光面石材 m235.9116.38356.94 2.791.97 378.071357611-103墙面干挂型钢骨架 t0.7181056.894136.42195.6212.92150.29 5752.13413069020204003001块料墙面外墙面砖:基层墙体;界面砂浆;胶粉聚苯颗粒保温砂浆层;810厚抗裂砂浆复合热镀锌电焊网(塑料锚栓锚固);面砖粘结砂浆;外墙浅灰褐色陶

50、土手工砖(专用勾缝剂勾缝) m2151.7426.1495.310.314.53.17 129.4419641J2-1墙体保温隔热 聚苯颗粒保温砂浆 m2151.744.6817.250.210.830.59 23.553573J2-13H抗裂防护层 热镀锌钢丝网 抗裂砂浆 810mm厚 m2151.745.435.040.080.930.66 42.12639111-95H1:1干粉型粘结剂粘贴墙面浅灰褐色陶土手工砖 m2151.7416.0643.020.022.731.93 63.77967670020204003002块料墙面:基层墙体;界面砂浆;胶粉聚苯颗粒保温砂浆层:浅黄灰色有龙骨

51、批叠板 m269.454.6897.250.210.830.59 103.557192J2-1墙体保温隔热 聚苯颗粒保温砂浆 m269.454.6817.250.210.830.59 23.551636补浅黄灰色有龙骨批叠板 m269.45 80 80555671020206001001石材零星项目台阶挡墙光面石材:20厚1:2水泥砂浆面;25厚光面石材 m210.0122.65274.710.053.862.72 304304311-131H1:2水泥砂浆粘贴零星25厚光面石材 m210.0122.65274.710.053.862.72 304304372020301001001天棚抹灰素

52、水泥浆结合层一道;8厚1:1:6水泥石灰膏砂浆打底;5厚1:0.5:2.5水泥石灰膏砂浆抹平;腻子批白 m2453.447.334.350.11.260.89 13.93631612-3H1:1:6现浇砼天棚 混合砂浆抹灰 m2453.444.843.770.10.840.59 10.14459814-181H腻子批白 m2453.442.490.58 0.420.3 3.791719 分分部部分分项项工工程程量量清清单单综综合合单单价价分分析析表表工程名称：*别墅C户型 续表5.5序序号号编编号号名名称称计计量量数数量量综综 合合 单单 价价（元元）合合计计（元元）单单位位人人工工费费材材料

53、料费费机机械械费费管管理理费费利利润润风风险险费费用用小小计计73020302001001天棚吊顶:轻钢龙骨水泥石膏板吊顶,接缝处贴玻璃纤维网;黄灰色质感涂料面层 m257.110.1572.37 1.731.22 85.47488012-44H轻钢龙骨吊顶平面 m257.15.5920.39 0.950.67 27.6157612-78H型轻钢龙骨上水泥石膏板天棚饰面 m257.13.8810.77 0.660.47 15.7790014-114H板缝贴玻璃纤维网 m257.10.681.22 0.120.08 2.09119补黄灰色质感涂料面层 m257.1 40 402284740204

54、02001001金属平开门:铝合金平开门M3,洞口尺寸900*2300mm,采用深咖啡色彩铝断热节能双层玻璃,型材分格详见门窗施工详图,(含五金配件及安装所有费用) 樘220.681307.45 3.522.48 1334.13266813-40H金属平开门安装(采用断热节能双层玻璃) m24.149.99631.62 1.71.2 644.5266875020402001002金属平开门:铝合金平开门MLC1,洞口尺寸2400*2400mm,采用深咖啡色彩铝断热节能双层玻璃,型材分格详见门窗施工详图,(含五金配件及安装所有费用) 樘257.543638.12 9.786.91 3712.35

55、742513-40H金属平开门安装(采用断热节能双层玻璃) m211.529.99631.62 1.71.2 644.5742576020402006001防盗门进户门M4,洞口尺寸1500*2500mm,含五金配件及油漆 樘137.261814.53 6.334.47 1862.59186313-53H防盗门进户门安装 m23.759.94483.87 1.691.19 496.69186377020403001001金属卷闸门:成品电动车库门M5,洞口尺寸3000*2400mm，含五金配件及油漆 樘1145.082955.016.6625.818.21 3150.76315113-56H金

56、属卷闸门成品电动车库门安装 m27.215.98188.20.932.882.03 210.01151213-59电动装置安装 套1301600 5.13.6 1638.7163978020406002001金属平开窗:铝合金平开窗C1,洞口尺寸500*1200mm,采用LOW-E中空玻璃6+12A+6,深咖啡色彩铝窗框,型材分格详见门窗施工详图,(含五金配件及安装所有费用) 樘16.16507.22 1.050.74 515.1751513-78H金属平开窗安装(采用LOW-E中空玻璃6+12A+6)m20.610.27845.37 1.751.23 858.6251579020406002

57、002金属平开窗:铝合金平开窗C2,洞口尺寸600*1200mm,采用LOW-E中空玻璃6+12A+6,深咖啡色彩铝窗框,型材分格详见门窗施工详图,(含五金配件及安装所有费用) 樘37.39608.66 1.260.89 618.19185513-78H金属平开窗安装(采用LOW-E中空玻璃6+12A+6)m22.1610.26845.37 1.751.23 858.6185580020406002003金属平开窗:铝合金平开窗C3,洞口尺寸600*1500mm,采用LOW-E中空玻璃6+12A+6,深咖啡色彩铝窗框,型材分格详见门窗施工详图,(含五金配件及安装所有费用) 樘39.23760.

58、83 1.571.11 772.74231813-78H金属平开窗安装(采用LOW-E中空玻璃6+12A+6)m22.710.26845.37 1.741.23 858.62318分分部部分分项项工工程程量量清清单单综综合合单单价价分分析析表表工程名称：*别墅C户型 续表5.5序序号号编编号号名名称称计计量量数数量量综综 合合 单单 价价（元元）合合计计（元元）单单位位人人工工费费材材料料费费机机械械费费管管理理费费利利润润风风险险费费用用小小计计81020406002004金属平开窗:铝合金平开窗C4,洞口尺寸900*1500mm,采用LOW-E中空玻璃6+12A+6,深咖啡色彩铝窗框,型材

59、分格详见门窗施工详图,(含五金配件及安装所有费用) 樘113.851141.25 2.351.66 1159.11115913-78H金属平开窗安装(采用LOW-E中空玻璃6+12A+6)m21.3510.26845.37 1.741.23 858.6115982020406002005金属平开窗:铝合金平开窗C5,洞口尺寸900*1200mm,采用LOW-E中空玻璃6+12A+6,深咖啡色彩铝窗框,型材分格详见门窗施工详图,(含五金配件及安装所有费用) 樘211.08913 1.891.33 927.29185513-78H金属平开窗安装(采用LOW-E中空玻璃6+12A+6)m22.161

60、0.26845.37 1.751.23 858.6185583020406002006金属平开窗:铝合金平开窗C6,洞口尺寸1200*1500mm,采用LOW-E中空玻璃6+12A+6,深咖啡色彩铝窗框,型材分格详见门窗施工详图,(含五金配件及安装所有费用) 樘318.471521.66 3.142.22 1545.49463613-78H金属平开窗安装(采用LOW-E中空玻璃6+12A+6)m25.410.26845.37 1.741.23 858.6463684020406002007金属平开窗:铝合金平开窗C7,洞口尺寸1200*1300mm;采用LOW-E中空玻璃6+12A+6,深咖啡