顶管工作井工程量计算

澄海区截污管道沉井工程量

1D450011.50 4.500.50 1.50 1.952D550010.50 5.500.50 1.50 1.953D700011.507.00

0.50 1.75 2.2345000*3500 5.74 5.00 3.500.50 1.50 1.9455000*400010.50 5.00 4.000.50 1.50 1.9465000*45008.50 5.00 4.500.50 1.50 1.9477000*350011.507.00 3.500.65 1.75 2.3387000*400010.507.00 4.000.65 1.75 2.339

7000*4500

10.50

7.00

4.50

0.65

1.75

2.33

宽(m)

序号规格井深(m)沉井直径(m)长(m)沉井壁厚(m)刃脚外墙长(m)刃脚内墙长(m)

模板(m2)砼(m3)钢筋(t)35.6225.12 4.71273.0823.7553.3910.46 2.6849.7531.79 5.65348.2533.1764.2912.55 2.9575.3643.277.07577.7650.2492.9815.69 4.2840.5029.75 5.70154.9817.5064.4011.40 3.7045.0031.88 6.00315.0020.0067.9212.00 3.8749.5034.00 6.30280.5022.5071.2712.60 3.9759.7639.427.08458.1624.5094.6814.16 6.5665.9942.127.38461.9028.0098.7514.76 6.8172.21

44.82

7.68

505.47

31.50

102.83

15.36

7.06

挖基坑土方(m3)刃脚下石屑垫层(m3)刃脚下C15砼垫层(m3)沉井下沉挖土方(m3)沉井C20砼封底(m3)C30砼刃脚

模板(m2)砼(m3)钢筋(t)砼(m3)钢筋(t)墙厚(m)数量(m3)314.0075.96 4.139.04 1.15 2.5433.11149.690.247.536339.1281.70 3.8313.20 1.35 3.08126.56122.770.249.0432459.23112.26 6.0720.92 1.74 2.5445.57396.780.2411.304161.1239.15 4.0610.07 1.03 1.1335.6664.790.249.12360.0087.46 4.2611.40 1.16 2.5420.79189.210.249.6294.0068.98 3.7612.72 1.22 4.5298.4492.810.2410.08460.20147.94 5.3813.87 1.69 1.6313.55268.200.2411.328430.50137.37 5.2215.70 1.79 2.5440.89253.110.2411.808448.00

141.08

5.41

17.52

1.99

4.52

126.56

204.19

0.24

12.288

砖封预留孔洞(m3)C30砼井壁

C30砼底板污水检查井(m3)回填方

(m3)砖体围墙

数量(套)重量(t)180.55953 1.0378715.0797 4.75167197.821043 1.1359218.2213 6.63663270.8251416 1.5423522.933710.0531109.061052 1.1453518.2 5.42101106 1.2042319.26178.5948 1.0324120.2 6.6271.41419 1.8031522.27.968258.31355 1.7209623.28.798268.8

1409

1.78966

24.2

9.628

抛石(m3)

脚手架

(m2)止水螺栓止水条

(m)