工程量全套自动计算表格及实例.xls

1、分部分项工程量清单计价表工程名称:干粉砂浆生产线土建工程-烘干炉序号项目名称计量单位结算数据结算综合单价计算依据备注工程量 综合单价合价1土方开挖工程1、土方开挖2、土方场内外运输，运距投标单位自行综合考虑m3242.3015.003634.50合同清单。2土方回填工程1、土方回填2、土方场内外运输，运距投标单位自行综合考虑m3131.0417.002227.68合同清单。3砌体墙1、不分内外墙体、厚度及砌体材料m3111.20400.0044481.60合同清单。4混凝土灌注桩1.成孔、固壁2.混凝土制作、运输、灌注、振捣、养护3.泥浆池及沟槽砌筑、拆除4.泥浆制作、运输，运距投标单位自行综

2、合考虑5.清理、运输，运距投标单位自行综合考虑6、入岩增加，增加量投标单位综合考虑7、不分桩径，不分深度m3135.001300.00175500.00合同清单。5混凝土灌注桩 桩径600mm(遇到溶洞部分)1.成孔、固壁2.泥浆制作、运输，运距投标单位自行综合考虑3.清理、运输，运距投标单位自行综合考虑m314.41603.518698.15套定额，取费按广州有关文件计算，凡计价中涉及费率的均取中值计算。6混凝土灌注桩 桩径800mm(遇到溶洞部分)1.成孔、固壁2.泥浆制作、运输，运距投标单位自行综合考虑3.清理、运输，运距投标单位自行综合考虑m325.35424.0610748.267混

3、凝土垫层工程1、垫层混凝土制作、浇捣m314.97410.006137.70合同清单。8混凝土基础工程1、各种基础及基础梁混凝土制作、浇捣m395.95480.0046056.00合同清单。9混凝土梁板柱工程1、混凝土梁板柱制作、浇捣m3361.23760.00274534.80合同清单。10现浇混凝土钢筋1、钢筋制作、安装t108.280540.0058471.20合同清单。11水泥砂浆地面1、20厚1:2.5水泥砂浆批面，加水泥粉随手抹光m2400.09102.0040809.18合同清单。12水泥砂浆楼面1、20厚1:2.5水泥砂浆批面，加水泥粉随手抹光m2532.1220.001064

4、2.40合同清单。13水泥砂浆楼梯面1、20厚1:2.5水泥砂浆批面，加水泥粉随手抹光m246.0820.00921.60合同清单。14内墙面一般抹灰1、20厚水泥石灰砂浆抹灰2、面刷石灰水两遍(加胶)m2789.5522.0017370.10合同清单。15天棚抹灰1、15厚水泥石灰砂浆抹灰2、面扫白灰水两遍m21373.9525.0034348.75合同清单。16外墙涂料1、15厚1:3水泥防水砂浆打底2、面刷涂料m21202.7635.0042096.60合同清单。17混凝体百叶窗1、混凝体百叶窗制作、安装m278.00300.0023400.00合同清单。第 1 页，共 75 页18屋面

5、柔性防水1、20厚1:2水泥砂浆找平层2、刷基层处理剂一遍3、2厚聚氨脂防水涂料4、满铺0.5厚聚乙烯薄膜一层5、现浇1：8水泥膨胀珍珠岩最薄处20厚6、80厚泡沫混凝土砖m2394.67130.0051307.10合同清单。第5、6小项工序没有施工。套定额，取费按广州有关文件计算，凡计价中涉及费率的均取中值计算。18-1 扣减现浇1：8水泥膨胀珍珠岩最薄处20厚-394.6732.78-12937.2818-2 扣减80厚泡沫混凝土砖-394.6720.20-7972.3318-3 20mm厚 水泥砂浆找平层394.679.933919.07汇总834395.07分部分项工程量清单计价表工程

6、名称:干粉砂浆生产线土建工程-烘干炉序号项目名称计量单位结算数据结算综合单价计算依据备注工程量 综合单价合价第 2 页，共 75 页第 3 页，共 75 页工程量汇总表工程名称:干粉砂浆生产线土建工程-烘干炉序号项目名称计量单位结算工程结算工程量备注工程量1土方开挖工程1、土方开挖2、土方场内外运输，运距投标单位自行综合考虑m3242.30不包含地梁放大脚及3:7砂石垫层部分体积(最终挖土量=地梁放大脚及3:7砂石垫层部分体积+现结算开挖量)。2土方回填工程1、土方回填2、土方场内外运输，运距投标单位自行综合考虑m3131.04未扣除地梁放大脚体积（最终挖土量-地梁放大脚+现回填工程）。3砌体

7、墙1、不分内外墙体、厚度及砌体材料m3111.204混凝土灌注桩1.成孔、固壁2.混凝土制作、运输、灌注、振捣、养护3.泥浆池及沟槽砌筑、拆除4.泥浆制作、运输，运距投标单位自行综合考虑5.清理、运输，运距投标单位自行综合考虑7、入岩增加，增加量投标单位综合考虑8、不分桩径，不分深度m35混凝土垫层工程1、垫层混凝土制作、浇捣m314.976混凝土基础工程1、各种基础及基础梁混凝土制作、浇捣m395.957混凝土梁板柱工程1、混凝土梁板柱制作、浇捣m3361.238现浇混凝土钢筋1、钢筋制作、安装t108.289水泥砂浆地面1、20厚1:2.5水泥砂浆批面，加水泥粉随手抹光m2400.0910

8、水泥砂浆楼面1、20厚1:2.5水泥砂浆批面，加水泥粉随手抹光m2532.1211水泥砂浆楼梯面1、20厚1:2.5水泥砂浆批面，加水泥粉随手抹光2、金刚砂防滑条m246.0812内墙面一般抹灰1、20厚水泥石灰砂浆抹灰2、面刷石灰水两遍(加胶)m2838.1613天棚抹灰1、15厚水泥石灰砂浆抹灰2、面扫白灰水两遍m21373.9514外墙涂料1、15厚1:3水泥防水砂浆打底2、面刷涂料m21154.1515混凝体百叶窗1、混凝体百叶窗制作、安装m278.0016屋面柔性防水1、20厚1:2水泥砂浆找平层2、刷基层处理剂一遍3、2厚聚氨脂防水涂料4、满铺0.5厚聚乙烯薄膜一层5、现浇1：8水

9、泥膨胀珍珠岩最薄处20厚6、80厚泡沫混凝土砖m2394.6716-1 扣减现浇1：8水泥膨胀珍珠岩最薄处20厚 材料费-394.67第 4 页，共 75 页16-2 扣减现浇1：8水泥膨胀珍珠岩最薄处20厚 人工费-394.6716-3 扣减80厚泡沫混凝土砖厚 材料费-394.6716-4 扣减80厚泡沫混凝土砖 人工费-394.67屋面柔性防水(变更综合单价)1、20厚1:2水泥砂浆找平层2、刷基层处理剂一遍3、2厚聚氨脂防水涂料4、满铺0.5厚聚乙烯薄膜一层m2394.6716-5 水泥砂浆找平层394.67汇总工程名称:干粉砂浆生产线土建工程-烘干炉序号项目名称计量单位结算工程结算工

10、程量备注工程量第 5 页，共 75 页计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件数桩号半径长(m)桩深(m)入岩深度混凝土(m3)111#0.617.805.03214#0.616.804.753114#0.616.504.66412#0.616.804.75517#0.817.108.596112#0.616.704.727110#0.61704.80110#0.816.608.34110#0.817.808.94813#0.617.304.899111#0.616.704.721015#0.61704.8011113#0.616.704.721218#0.617.10

11、4.8313118#0.61704.80118#0.81708.54118#0.81809.0414115#0.61704.801516#0.617.104.8316116#0.616.504.66116#0.817.808.941719#0.617.104.8318119#0.617.304.8919117#0.61704.8020122#0.817.608.8421123#0.817.808.9422120#0.616.604.6923121#0.617.304.89汇总:166.07备注溶洞。溶洞。溶洞。计 算 稿工程名称:干粉砂浆生产线土建工程-烘干炉序号名称轴线构件数量数据垫层加宽数

12、据工作面(M)挖土底面积(M2)开挖地面标高(-M)垫层面标高(M)开挖深度(M)挖土方量(M3)砼工程量(M3)垫层砼工程量(M3)备注半径长(M)轴线长扣减承台/柱长扣减梁长宽(M)高(M)半径长(M)宽(M)高(M)挖桩承台CT1201.0501.051.000.100.100.100.507.20-0.051.101.1596.6622.053.13CT211.2001.201.000.100.100.100.508.40-0.051.101.155.321.440.20CT522.4001.601.000.100.100.100.5015.48-0.051.101.1520.337.

13、680.94JC131.3300.500.600.100.100.100.505.31-0.050.700.757.861.200.32JC211.4601.000.800.100.100.100.508.25-0.050.900.952.771.170.20JC313.4402.940.600.100.100.100.5032.39-0.050.700.7514.606.951.30JC412.1002.552.700.100.100.100.5020.46-0.052.802.8531.366.710.63JC511.2001.000.600.100.100.100.507.44-0.05

14、0.700.753.300.720.17池内中间板(JC4)挖基础梁横向KDL-A-1(1)AX11/114.1294.630.500.000.300.700.100.100.100.506.19-0.050.800.851.050.870.22KDL-A-2(2A)AX2/1318.48610.241.650.100.401.000.100.100.100.5013.58-0.051.101.153.613.390.52KDL-A-3(3)AX36124.00025.801.800.000.300.800.100.100.100.5036.00-0.050.900.956.125.761.2

15、1DL-1-(1A)1/A2/11/224.4365.040.600.401.000.100.100.100.507.10-0.051.101.153.733.550.561.01KDL-A-2(4)2/A11/2112.03012.980.950.000.401.000.100.100.100.5019.25-0.051.101.154.984.810.73KDL-B-1(6)BX16138.55044.605.780.000.300.800.100.100.100.5057.83-0.050.900.9547.619.251.941.88纵向KDL-1-1(2)1XAB18.0009.00

16、1.000.000.300.700.100.100.100.5012.00-0.050.800.851.801.680.39第 8 页，共 75 页KDL-2-1(2)1/1XAB18.2509.000.750.000.301.000.100.100.100.5012.38-0.051.101.152.582.480.40KDL-1-2(1)34.1495.151.000.000.401.000.100.100.100.506.64-0.051.101.155.174.980.46KDL-2-1(1)2XAB18.0009.001.000.000.401.000.100.100.100.501

17、2.80-0.051.101.153.403.200.46KDL-3-1(1)3XAB48.4009.000.600.000.300.800.100.100.100.5012.60-0.050.900.958.578.061.55扣减混凝土115.5000.401.000.100.100.100.5024.80-0.051.101.15-28.52挖土方量242.30承台砼47.92基础梁砼48.03垫层砼15.32回填土131.04纵向 计 算 稿工程名称:干粉砂浆生产线土建工程-烘干炉第 9 页，共 75 页4.262.624.84第 10 页，共 75 页3.26第 11 页，共 75

18、页 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据板厚半径长 轴线长扣减柱长扣减梁长宽高(厚)柱KZ2(-0.0519.5m)120.600.6019.550KZ3(-0.055.10m)20.400.405.150KZ3(-0.059.70m)20.400.409.750KZ4(-0.059.70m)10.300.309.750KZ4(-0.052.30m)120.300.302.350KZ521.001.003.400KZ521.001.003.140小计:柱砼2.30梁x xKL-B-1(1)14.134.6290.5000.0000.300.3500.

19、15KL-A-3(3)111.8512.8000.9500.0000.300.3500.15KL-A-2(2)24.445.0360.6000.0000.300.3500.15L-A-1(1)14.334.6290.0000.3000.250.3000.15KL-A-1(5)111.2512.8001.5500.0000.300.3500.15Y Y1XABKL-1-1(2)18.009.0001.0000.0000.300.3500.151/1XABKL-1-2(2)18.109.0000.6000.3000.300.3500.152/1XA1/AKL-2-1(3)34.105.1491.0

20、500.0000.300.3500.15L-2-1(1)11.792.0900.0000.3000.200.2500.155.10梁X XKL-A-1(1)14.134.6290.5000.0000.300.4000.2KL-A-2(1)14.284.6290.2000.1500.250.3000.2KL-A-1(1)14.134.6290.5000.0000.300.4000.2Y YKL-1-1(2)18.009.0001.0000.0000.300.4000.2KL-1-1(2)18.159.0000.4000.4500.300.4000.211.5梁X XKL-B(5)140.8044

21、.6003.0000.8000.300.8000.2第 12 页，共 75 页L-B(1)18.709.0000.3000.0000.250.5000.2L-C(4)133.2034.8000.0001.6000.250.5000.2L-A(5)141.8044.6000.0002.8000.250.5000.2KL-A(5)140.8044.6003.0000.8000.300.8000.2Y YABX1KL-1(1)28.409.0000.6000.0000.400.8000.2L-1a(1)12.853.0000.0000.1500.200.3000.2L-1a(1)12.853.000

22、0.0000.1500.200.3000.2L-1a(1)12.853.0000.0000.1500.200.3000.2L-1a(1)12.853.0000.0000.1500.200.3000.2KL-2(1)48.409.0000.6000.0000.400.8000.2L-1a(1)12.853.0000.0000.1500.200.3000.2L-1a(1)12.853.0000.0000.1500.200.3000.219.5梁X XKL-A(5A)240.8044.6003.0000.8000.400.7800.12WL-A(5)242.2844.6000.0002.3250.2

23、50.5800.12Y YKL-1-(1)18.409.0000.6000.0000.400.7800.12KL-2(1)48.409.0000.6000.0000.300.7800.12WL-6(1)18.409.0000.6000.0000.250.7800.12小计:梁砼板板 砼砼2.30板砼板17.647.9440.0000.3008.550.150砼板14.745.0360.0000.3005.550.150砼板17.878.1710.3005.550.150扣减KZ3(0.005.10m)10.400.400.150KZ4(0.005.10m)100.300.300.150KL-A

24、-3(3)111.8512.8000.9500.0000.300.150KL-A-2(2)14.445.0360.6000.0000.300.150L-A-1(1)14.334.6290.0000.3000.250.150KL-A-2(2)14.445.0360.6000.0000.300.150X X 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据板厚半径长 轴线长扣减柱长扣减梁长宽高(厚)第 13 页，共 75 页KL-1-2(2)18.109.0000.6000.3000.300.150KL-2-1(3)34.105.1491.0500.0000.300

25、.150L-2-1(1)11.792.0900.0000.3000.200.150孔洞11.211.940.15013.142.850.1505.10板砼板14.334.6290.0000.3008.550.200扣减KL-A-2(1)14.284.6290.2000.1500.250.20011.50板砼板143.8044.6000.8009.300.200扣减L-B(1)18.709.0000.3000.0000.250.200L-C(4)133.2034.8000.0001.6000.250.200L-A(5)141.8044.6000.0002.8000.250.200L-1a(1)1

26、2.853.0000.0000.1500.200.200L-1a(1)12.853.0000.0000.1500.200.200L-1a(1)12.853.0000.0000.1500.200.200L-1a(1)12.853.0000.0000.1500.200.200KL-2(1)48.409.0000.6000.0000.400.200L-1a(1)12.853.0000.0000.1500.200.200L-1a(1)12.853.0000.0000.1500.200.200孔洞14.632.850.20011.001.410.20011.502.500.20013.14*(0.4*0

27、.4)*0.1513.14*(0.65*0.65)*0.1511.560.880.20019.50板砼板143.8344.1250.0000.3009.400.120 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据板厚半径长 轴线长扣减柱长扣减梁长宽高(厚)第 14 页，共 75 页KL-A(5A)240.8044.6003.0000.8000.400.120KL-2(1)48.409.0000.6000.0000.300.120孔洞11.560.880.12013.14*(0.65*0.65)0.12013.14*(0.4*0.4)0.120小计:板砼 计计

28、 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据板厚半径长 轴线长扣减柱长扣减梁长宽高(厚)第 15 页，共 75 页开始标高结束标高砼工程量(m3)备注-0.0519.583.07-0.055.11.65-0.059.73.12-0.059.70.88-0.052.32.54-0.053.356.80-0.053.096.28104.330.430.437.051.241.230.930.930.320.321.181.130.840.840.840.841.241.240.090.090.501.313.230.320.500.960.960.980.969.7

29、99.7946.82第 16 页，共 75 页1.091.094.154.155.235.239.799.795.385.380.170.160.170.160.170.160.170.1610.7510.750.1700.17025.4625.4649.8412.2612.262.6212.127.861.64107.4299.9415.569.803.946.55-0.02-0.14-0.53-0.20-0.16-0.20 46.82开始标高结束标高砼工程量(m3)备注第 17 页，共 75 页-0.36-0.55-0.05-0.35-1.34 2.3m的数量:15.56。7.405.1m

30、的数量:5.94。5.94-0.21 81.4777.09-2.64 不足0.3-0.75 不足0.3不足0.3不足0.349.4348.9315.56开始标高结束标高砼工程量(m3)备注第 18 页，共 75 页已经在梁中扣除。不足0.3不足0.3不足0.3151.09147.5248.93开始标高结束标高砼工程量(m3)备注第 19 页，共 75 页计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据扣除部分半径长宽(厚)梁高板厚层高高门窗（长）门窗（高）门、窗工程量(m3)门窗过梁（长）门窗过梁（高）外外 墙墙11.5m19.5m砖砌体1980.180.90.

31、1587.1砼百叶窗100.183.252.414.043.750.12外墙砌砖汇总14.04第 20 页，共 75 页工程量(m3)备注砼门窗过梁(m3)125.2440.810.81111.204第 21 页，共 75 页 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据工程量(m2)备注半径长宽高混凝体百叶窗103.252.478.00汇总混凝体百叶窗工程量78.00第 22 页，共 75 页楼楼梯梯计计算算稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号工程项目及部位构件数(个)楼梯休息平台楼梯板几何尺寸(m)步级尺寸楼梯跑数、踏步级数梯梁平台梯板长宽长

32、宽厚长高L(斜长)宽厚宽高跑数级数长宽高砼(m3)10.00m2.3m14.21.450004.22.34.791.450.130.30.1611330.250.450.000.9022.3m5.1m12.41.4531.7210.132.41.42.781.450.130.30.162830.250.451.340.5235.1m7.4m13.91.4531.7210.133.91.44.141.450.130.30.162830.250.451.340.7847.4m9.7m14.21.451.530.134.22.34.791.450.130.30.1611430.250.450.590

33、.9059.7m11.5m12.41.450003.91.84.301.450.130.30.1611130.250.450.000.81第 23 页，共 75 页梯级梯梁模板(M2)水泥砂浆楼梯面水平投影0.320.346.096.046.040.370.3415.8717.6113.110.370.3425.7917.6110.80.350.3424.9911.0010.80.270.343.485.105.339.44砼(m3)第 24 页，共 75 页 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据开始标高结束标高工程量(m2)备注半径长宽高水水 泥泥

34、 砂砂 浆浆 地地 面面0.00m水泥砂浆地面145.409.30422.22扣减柱KZ2(0.0019.5m)120.600.60-4.32 KZ3(0.005.10m)30.400.40-0.48 KZ4(0.005.10m)10.300.30-0.09 KZ4(0.002.30m)120.300.30-1.08 KZ521.001.00-2.00 KZ521.001.00-2.00 汇汇总总:水水泥泥砂砂浆浆地地面面工工程程量量412.25400.09水水 泥泥 砂砂 浆浆 楼楼 面面2.30m2.30m103.74水泥砂浆楼面17.648.5565.36水泥砂浆楼面14.745.552

35、6.28水泥砂浆楼面18.475.5547.01扣减-34.92 KZ3(0.005.10m)10.400.40-0.16 KZ4(0.005.10m)100.300.30-0.90 第 25 页，共 75 页孔洞11.211.94-2.34 13.142.85-8.93 5.10m5.10m42.93水泥砂浆楼面14.739.1543.23扣减KZ2的一部分。20.300.30-0.18 KZ2的一部分。30.200.20-0.12 11.5m11.5m385.45水泥砂浆楼面144.308.70385.41孔洞14.632.85-13.18 11.001.41-1.41 11.502.50

36、-3.75 13.14*(0.4*0.4)-0.50 13.14*(0.65*0.65)-0.20 11.560.88-1.37 汇汇总总:水水泥泥砂砂浆浆楼楼面面工工程程量量534.25532.12水水泥泥砂砂浆浆楼楼梯梯面面 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据开始标高结束标高工程量(m2)备注半径长宽高第 26 页，共 75 页KZ2(0.0011.5m)81.2011.500011.5110.4KZ2(0.0011.5m)40.6011.500011.527.6KZ3(0.0011.5m)20.4011.500011.59.2汇汇总总:内内水

37、水泥泥砂砂浆浆楼楼梯梯面面 工工程程量量147.20内内 墙墙 面面 一一 般般 抹抹 灰灰11.5m19.5m11.5m19.5m水泥砂浆楼梯面 柱面一般抹灰KZ2(0.0011.5m)81.207.85011.519.3575.36KZ2(0.0011.5m)40.607.85011.519.3518.84KZ3(0.0011.5m)20.407.85011.519.356.28KZ3(0.0011.5m)10.400.47.85011.519.3512.56砖砌体199.97.8511.519.35784.22砼百叶窗103.252.4-78.00 汇汇总总:内内墙墙面面一一般般抹抹灰灰

38、工工程程量量819.26838.16天天 棚棚 抹抹 灰灰 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据开始标高结束标高工程量(m2)备注半径长宽高第 27 页，共 75 页2.30m2.30m天棚抹灰17.648.5565.36146.58天棚抹灰14.745.5526.28天棚抹灰18.475.5547.01KL-A-3(3)111.850.300.50011.85KL-A-2(2)24.440.300.5008.87L-A-1(1)14.330.250.4503.90KL-1-2(2)18.100.300.5008.10KL-2-1(3)34.100.

39、300.50012.30孔洞11.211.94-2.34 13.142.85-8.93 3.75.13.75.10m0m70.49天棚抹灰14.939.1545.10KL-A-2(1)14.280.250.5004.28KL-1-1(2)18.000.300.69.60KL-1-1(2)18.150.300.6楼梯面积15.877.49.77.49.711.50m11.50m596.19天棚抹灰144.308.70385.41 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据开始标高结束标高工程量(m2)备注半径长宽高第 28 页，共 75 页L-B(1)18.

40、700.250.712.18L-C(4)133.200.250.70046.48L-A(5)141.800.250.70058.52L-1a(1)62.850.200.50017.10KL-2(1)48.400.401.00067.20孔洞14.632.85-13.18 11.001.41-1.41 11.502.50-3.75 13.14*(0.4*0.4)-0.50 13.14*(0.65*0.65)-1.33 11.560.88-1.37 楼梯面积54.2619.50m19.50m560.69天棚抹灰144.939.40422.30WL-A(5)242.280.250.700118.37

41、KL-2(1)48.400.300.90060.48孔洞11.560.88-1.37 13.14*(0.65*0.65)-1.33 596.19 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据开始标高结束标高工程量(m2)备注半径长宽高第 29 页，共 75 页13.14*(0.4*0.4)-0.50 汇汇总总:天天棚棚抹抹灰灰工工程程量量1464.801373.95外外 墙墙 涂涂 料料0.00m11.50m0.00m11.50m372.95柱面外墙涂料原原属属于于内内墙墙涂涂料料KZ2(0.0011.5m)81.200.611.500011.5331.2K

42、Z2(0.0011.5m)41.800.611.500011.5220.8KZ3(0.0011.5m)30.800.411.500011.582.8KZ3(0.0011.5m)10.400.411.500011.518.4KZ4(0.0011.5m)10.300.311.500011.513.8KZ4(0.002.30m)120.300.32.30002.333.12KZ521.0013.35003.3526.8KZ521.0013.09003.0924.7211.50m19.5m11.50m19.5m781.2KZ2(0.0011.5m)81.208.00011.519.576.8KZ2(0

43、.0011.5m)41.208.00011.519.538.4KZ3(0.0011.5m)20.408.00011.519.56.4KZ3(0.0011.5m)10.400.48.00011.519.512.8砖砌体1107.48.00011.519.5859.20 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据开始标高结束标高工程量(m2)备注半径长宽高第 30 页，共 75 页砼百叶窗103.252.4-78.00 汇汇总总:外外墙墙涂涂料料工工程程量量1667.241154.15 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数

44、量数据开始标高结束标高工程量(m2)备注半径长宽高第 31 页，共 75 页计 算 稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据开始标高结束标高工程量(m2)备注半径长宽高屋面柔性防水143.869.06397.37孔洞11.560.88-1.37 1 3.14*(0.65*0.65)-1.33 1 3.14*(0.4*0.4)汇总屋面柔性防水工程量394.67砖砌体1105.840.120.33.81干粉砂浆项目施工方案调整说明。抹水泥砂浆1105.840.120.376.20干粉砂浆项目施工方案调整说明。76.03第 32 页，共 75 页计计 算算 稿稿工程名称:干

45、粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据(M)比重单位理论重量工程量(kg)损耗工程量(kg)备注半径长宽高基基础础B3100X100X1060.10.10.01kg/m278.64.7161.0304.857B6300X400X1060.30.40.01kg/m278.656.5921.03058.29010361.125kg/m0.61724.9891.03025.738B7200X300X1640.20.30.016kg/m2125.630.1441.03031.04810120.875kg/m0.6176.4791.0306.6732.302.30板板B3100X100X1

46、010.10.10.01kg/m2196.251.9631.0302.0211020.85kg/m0.6171.0491.0301.080B5500X600X2550.50.60.025kg/m2196.25294.3751.030303.20614151.486kg/m1.20826.9261.03027.734B6300X400X1010.30.40.01kg/m278.69.4321.0309.7151061.125kg/m0.6174.1651.0304.290第 33 页，共 75 页B7200X300X1610.20.30.016kg/m2125.67.5361.0307.7621

47、030.875kg/m0.6171.6201.0301.6685.105.10板板B9400X200X1610.40.20.016kg/m2125.610.0481.03010.3491231.05kg/m0.8882.7971.0302.881B10300X300X1610.30.30.016kg/m2125.611.3041.03011.6431231.15kg/m0.8883.0641.0303.156B11400X400X2520.40.40.025kg/m2196.2562.8001.03064.6841261.15kg/m0.8886.1271.0306.311B12200X200

48、X2510.20.20.025kg/m2196.257.8501.0308.0861221.05kg/m0.8881.8651.0301.92111.511.5板板B9200X500X1640.20.50.016kg/m2125.650.2401.03051.747计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据(M)比重单位理论重量工程量(kg)损耗工程量(kg)备注半径长宽高第 34 页，共 75 页12121.05kg/m0.88811.1891.03011.524B10300X300X16100.30.30.016kg/m2125.6113.0401.0

49、30116.43112301.15kg/m0.88830.6361.03031.555B11400X400X2580.40.40.025kg/m2196.25251.2001.030258.73612241.15kg/m0.88824.5091.03025.244汇总预埋构件1056.6521088.352计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号轴线名称构件数量数据(M)比重单位理论重量工程量(kg)损耗工程量(kg)备注半径长宽高第 35 页，共 75 页钢钢 筋筋 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉序号构件名称钢筋级别/直径构件数量单构件钢筋数量长

50、宽高保护层厚度(M)布筋范围钢筋间距(M)弯钩长度(M)搭接长度(M)锚固长度(M)单根钢筋长度（M）总长(M)理论重量(KG)重量(KG)损耗率总重量(t)一承台基础1 CT1纵向底筋（X向）B121502071.0500.0400.1500.1501.120152.3200.888135.260纵向底筋（Y向）B121502071.0500.0400.1500.1501.120152.3200.888135.260纵向面筋（X向）B121502073.0500.0400.1500.1502.960402.5600.888357.473纵向面筋（Y向）B121502071.0500.0400