工程量全套自动计算表格及实例

1、第 1 页，共 55 页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、

2、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 m325.3542

3、4.0610748.267混凝土垫层工程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m25

4、32.1220.0010642.40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

5、2 页，共 55 页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18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

6、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第 3 页，共 55 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）。

7、3砌体墙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m2400.0

8、910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

9、：8水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 -394.6716-2 扣减现浇1：8水泥膨胀珍珠岩最薄处20厚 人工费 -394.67第 4 页，共 55 页工程名称: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16-3 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

10、水泥砂浆找平层 394.67汇总计计 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#0.617.104.8

11、313118#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。计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉第 7 页，共 55 页 计 算

12、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CT1201.0501.051.000.100.100.100.507.20-0.051.101.1596.6622.053.134.26CT211.2001.201.000.100.100.100.508.40-0.051.101.155.321.440.20CT522.4001.601

13、.000.100.100.100.5015.48-0.051.101.1520.337.680.94JC131.3300.500.600.100.100.100.505.31-0.050.700.757.861.200.32JC211.4601.000.800.100.100.100.508.25-0.050.900.952.771.170.20JC313.4402.940.600.100.100.100.5032.39-0.050.700.7514.606.951.302.62JC412.1002.552.700.100.100.100.5020.46-0.052.802.8531.366.

14、710.63JC511.2001.000.600.100.100.100.507.44-0.050.700.753.300.720.17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)AX2/1318.48610.241.650.100.401.000.100.100.100.5013.58-0.051.101.153.613.390.524.84KDL-A-3(3) AX36124.00025.801.800.0

15、00.300.800.100.100.100.5036.00-0.050.900.956.125.761.21DL-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

16、-0.050.900.9547.619.251.941.88纵向KDL-1-1(2) 1XAB18.0009.001.000.000.300.700.100.100.100.5012.00-0.050.800.851.801.680.39KDL-2-1(2) 1/1XAB18.2509.000.750.000.301.000.100.100.100.5012.38-0.051.101.152.582.480.40第 8 页，共 55 页 计 算 稿工程名称:干粉砂浆生产线土建工程-烘干炉KDL-1-2(1)34.1495.151.000.000.401.000.100.100.100.506.

17、64-0.051.101.155.174.980.463.26KDL-2-1(1) 2XAB18.0009.001.000.000.401.000.100.100.100.5012.80-0.051.101.153.403.200.46KDL-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

18、回填土131.04纵向第 9 页，共 55 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开始标高半径长 轴线长扣减柱长扣减梁长宽高(厚)柱KZ2(-0.0519.5m)120.600.6019.550-0.05KZ3(-0.055.10m)20.400.405.150-0.05KZ3(-0.059.70m)20.400.409.750-0.05KZ4(-0.059.70m)10.300.309.750-0.05KZ4(-0.052.30m)120.300.302.350-0.05KZ521.001.003.400-0.05KZ521.001.003.

19、140-0.05小计:柱砼2.30梁x xKL-B-1(1)14.134.6290.5000.0000.300.3500.15KL-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

20、.109.0000.6000.3000.300.3500.152/1XA1/AKL-2-1(3)34.105.1491.0500.0000.300.3500.15L-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-

21、1-1(2)18.159.0000.4000.4500.300.4000.211.5梁X XKL-B(5)140.8044.6003.0000.8000.300.8000.2第 10 页，共 55 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开始标高半径长 轴线长扣减柱长扣减梁长宽高(厚)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

22、.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)12.853.0000.0000.1500.200.3000.2L-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.

23、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)242.2844.6000.0002.3250.250.5800.12Y 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

24、.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-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第 11 页，共 55 页 计计 算算

25、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开始标高半径长 轴线长扣减柱长扣减梁长宽高(厚)KL-1-2(2)18.109.0000.6000.3000.300.150KL-2-1(3)34.105.1491.0500.0000.300.150L-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

26、.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)12.853.0000.0000.1500.200.200L-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

27、.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*0.4)*0.1513.14*(0.65*0.65)*0.1511.560.880.20019.50板砼板143.8344.1250.0000.3009.400.120第 12 页，共 55 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开始标高半径长 轴线长扣减柱长扣减梁长宽高(厚)KL-A(

28、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:板砼第 13 页，共 55 页结束标高砼工程量(m3)备注19.583.075.11.659.73.129.70.882.32.543.356.803.096.28104.330.430.437.051.241.230.930.930.320.321.181.130.840.840.840.841.241.240.090.090.501

29、.313.230.320.500.960.960.980.969.799.7946.82 计计 算算 稿稿工程名称:干粉砂浆生产线土建工程-烘干炉第 14 页，共 55 页结束标高砼工程量(m3)备注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 板板

30、 砼砼46.82第 15 页，共 55 页结束标高砼工程量(m3)备注-0.36 -0.55 -0.05 -0.35 -1.34 2.3m的数量:15.56。7.405.1m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第 16 页，共 55 页结束标高砼工程量(m3)备注已经在梁中扣除。不足0.3不足0.3不足0.3151.09147.5248.93第 17 页，共 55 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

31、高门窗（长） 门窗（高）门、窗工程量(m3)门窗过梁（长）门窗过梁（高）砼门窗过梁(m3)外外 墙墙11.5m19.5m砖砌体1980.180.90.1587.1砼百叶窗100.183.252.414.043.750.120.81外墙砌砖汇总14.040.81第 18 页，共 55 页工程量(m3)备注125.244111.204计计 算算 稿稿外外 墙墙第 19 页，共 55 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 20 页，共 55 页楼楼梯梯

32、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梯级梯梁长宽长宽厚长高L(斜长)宽厚宽高跑数级数长宽高砼(m3)10.00m2.3m14.21.450004.22.34.791.450.130.30.1611330.250.450.000.900.320.3422.3m5.1m12.41.4531.7210.132.41.42.781.450.130.30.162830.250.451.340.520.370.3435.1m7.4m13.91.4531.7210.133.91.44.141.

33、450.130.30.162830.250.451.340.780.370.3447.4m9.7m14.21.451.530.134.22.34.791.450.130.30.1611430.250.450.590.900.350.3459.7m11.5m12.41.450003.91.84.301.450.130.30.1611130.250.450.000.810.270.349.44第 21 页，共 55 页模板(M2)水泥砂浆楼梯面 水平投影6.096.046.0415.8717.6113.1125.7917.6110.824.9911.0010.83.485.105.33楼楼梯梯计计

34、算算稿稿第 22 页，共 55 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 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

35、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14.745.5526.28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 23 页，共 55 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)备注半径长宽高孔洞11.211.94-2.34 13.142.85-8.93 5.10m5.10m42.

36、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 11.502.50-3.75 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 103.74第 24 页，共 55 页 计计 算算 稿稿工程名称:

37、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.

38、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工工程程量量819.26838.16天天 棚棚 抹抹 灰灰第 25 页，共 55 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2.30m2.30m天棚抹灰17.648.5565.36146.

39、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)34.100.300.50012.30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

40、-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第 26 页，共 55 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L-B(1)18.700.250.712.18L-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 1

41、1.001.41-1.41 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)242.280.250.700118.37KL-2(1)48.400.300.90060.48孔洞11.560.88-1.37 13.14*(0.65*0.65)-1.33 596.19第 27 页，共 55 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

42、(m2)备注半径长宽高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)81.200.611.500011.5331.2KZ2(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

43、.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(0.0011.5m)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1107.48.00011.519.5859.2056

44、0.69第 28 页，共 55 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1667.241154.15781.2第 29 页，共 55 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

45、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 30 页，共 55 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(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

46、.03025.738B7200X300X1640.20.30.016kg/m2125.630.1441.03031.04810120.875kg/m0.6176.4791.0306.6732.302.30板板B3100X100X1010.10.10.01kg/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/m

47、278.69.4321.0309.7151061.125kg/m0.6174.1651.0304.290B7第 31 页，共 55 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(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200X300X1610.20.30.016kg/m2125.67.5361.0307.7621030.875kg/m0.6171.6201.0301.6685.105.10板板B9400X200X1610.40.20.016kg/m2125.610.0481.03010.3491231.05kg/m0.8882.7

48、971.0302.881B10300X300X1610.30.30.016kg/m2125.611.3041.03011.6431231.15kg/m0.8883.0641.0303.156B11400X400X2520.40.40.025kg/m2196.2562.8001.03064.6841261.15kg/m0.8886.1271.0306.311B12200X200X2510.20.20.025kg/m2196.257.8501.0308.0861221.05kg/m0.8881.8651.0301.92111.511.5板板B9200X500X1640.20.50.016kg/m2

49、125.650.2401.03051.74712121.05kg/m0.88811.1891.03011.524B10第 32 页，共 55 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(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300X300X16100.30.30.016kg/m2125.6113.0401.030116.43112301.15kg/m0.88830.6361.03031.555B11400X400X2580.40.40.025kg/m2196.25251.2001.030258.73612241.15kg/m0

50、.88824.5091.03025.244汇总预埋构件1056.6521088.352第 33 页，共 55 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）B121502071.0500.0400.1500.1

51、501.120152.3200.888135.260纵向面筋（X向）B121502073.0500.0400.1500.1502.960402.5600.888357.473纵向面筋（Y向）B121502071.0500.0400.1500.1181.088147.9140.888131.347腰筋B121502061.0500.0400.1500.1501.120144.8530.888128.6302 CT2纵向底筋（X向）B12150181.2000.0400.1500.1501.2709.9060.8888.797纵向底筋（Y向）B12150181.2000.0400.1500.150

52、1.2709.9060.8888.797纵向面筋（X向）B12150183.2000.0400.1500.1503.11024.2580.88821.541纵向面筋（Y向）B12150181.2000.0400.1500.1181.2389.6530.8888.572腰筋B12150161.2000.0400.1500.1501.2707.6200.8886.7673 CT5所有纵筋B201002502.4000.0400.1000.4802.800280.0002.466690.480箍筋B121002231.6001.0000.0400.1000.2855.325247.0740.8882

53、19.4024 JC1上部纵筋B12150332.5300.0400.1500.1182.40822.6310.88820.097上部纵筋B12150390.5000.0400.1500.1440.56414.6640.88813.022下部纵筋B12150331.3300.0400.1500.1181.25011.2500.8889.990下部纵筋B12150390.5000.0400.1500.1440.56415.2280.88813.522拉筋A10500360.6000.0400.5000.1250.64511.6100.6177.163腰筋B12150340.5000.0400.1

54、500.1180.5386.1290.8885.4425 JC2上部纵筋B12100193.0600.0400.1000.1182.93827.0260.88823.999上部纵筋B121001141.0000.0400.1000.1441.06414.6830.88813.039下部纵筋B12150161.4600.0400.1500.1181.3808.9240.8887.925下部纵筋B121501101.0000.0400.1500.1441.06410.1430.8889.007拉筋A105001190.8000.0400.5000.1250.84516.1110.6179.941腰

55、筋B12150191.0000.0400.1500.1181.0389.6150.8888.5386 JC3上部纵筋B121501264.1400.0400.1500.1184.018104.7250.88892.996第 34 页，共 55 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)上部纵筋B121501193.9400.0400.1500.1444.0047

56、7.6780.88868.978下部纵筋B121501262.9400.0400.1500.1182.86074.5510.88866.201下部纵筋B121501193.9400.0400.1500.1444.00477.6780.88868.978拉筋A105001560.6000.0400.5000.1250.64535.8300.61722.107腰筋B121501163.9400.0400.1500.1183.97863.6420.88856.5147 JC4底部底筋B12125121202.1002.5502.7000.0402.4700.1250.0840.0000.0002.1

57、0441.5750.88836.919顶部面筋B12125121202.1002.5502.7000.0402.4700.1250.0840.0000.0002.10441.5750.88836.919底部面筋B12125121162.1002.5502.7000.0402.0200.1250.0840.0000.0002.55441.2730.88836.650顶部底筋B12125121162.1002.5502.7000.0402.0200.1250.0840.0000.0002.55441.2730.88836.650A1050010162.1002.5502.7000.0402.550

58、0.5000.1250.0000.0000.5453.3250.6172.0512.55m方向侧壁钢筋B12125122162.1002.5502.7000.0402.0200.1250.0840.0000.4503.154101.9370.88890.520侧壁钢筋B12150122132.1002.5502.7000.0402.0200.1500.0840.0000.4503.15484.9480.88875.434侧壁钢筋B12150122142.1002.5502.7000.0402.1200.1500.0840.0000.9003.00484.9130.88875.4032.10m方

59、向侧壁钢筋B12125122202.1002.5502.7000.0402.4700.1250.0840.0000.4503.154124.6460.888110.686侧壁钢筋B12150122162.1002.5502.7000.0402.4700.1500.0840.0000.4503.154103.8720.88892.238侧壁钢筋B12150122142.1002.5502.7000.0402.1200.1500.0840.0000.9003.00484.9130.88875.4038 JC5上部纵筋B12150162.4000.0400.1500.1182.27814.7280.

60、88813.079上部纵筋B12150181.0000.0400.1500.1441.0648.2990.8887.370下部纵筋B12150161.2000.0400.1500.1181.1207.2430.8886.431下部纵筋B12150181.0000.0400.1500.1441.0648.2990.8887.370拉筋A10500180.6000.0400.5000.1250.6455.1770.6173.194腰筋B12150171.0000.0400.1500.1181.0386.8480.8886.081小小 计计3082.1813.082二梁1 基础梁1.1 KDL-A-