集水井土方工程量计算表

工程量计算表

CT5
1.9×1.9×0.7×5=12.64
CT6
1.5×2.4×0.7=2.52
埋入承台中桩的体积：
0.05×0.25×0.25×180=0.56
DL1
0.6×0.24×37.9=5.46
DL2
0.4×0.24×299.3=28.73
总体积=CT3+CT4+CT5+CT6+DL1+DL2：
25.13+14.85+12.64+2.52-0.56+5.46+28.73=88.77
KZ4
0.4×0.4×(3.8-0.12)+0.4×0.4×(3.9-0.12)×8=5.43
KZ5
0.4×0.4×(3.9-0.12)×4=2.42
KZ7
0.4×0.4×(3.9-0.12)×7=4.23
KZ8
0.4×0.4×(3.9-0.12)×2=1.21
KZ9
0.4×0.4×(3.9-0.12)×8=4.84
1.07+2.49+3.20+7.37=14.13
7
回填土
m³
按实际回填土方以m³计算
731.71
垫层体积：13.94
承台体积：55.14
序
号
分部分项
工程名称
部位
与编号
单
位
计算式
结果
地梁体积：34.19
埋入土中的承台上柱体积：
CT3
0.4×0.4×0.6×33=3.17
CT4
0.4×0.4×0.6×10+0.4×0.5×0.6=1.08
KL9
(0.24+(0.6-0.12）×2)×(6.5-1)=6.60

雨水检查井土方工程量计算表

污水检查井土方工程量计算表
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
序号
桩号（井号）
管道参数（m）管径管壁厚管基厚
基坑参数（m）井宽工作面基底宽坡比图纸高度井深
面积（m2）
工程量（m3）
挖土方井基井身回填碎石回填土挖土方回填碎石回填土
1 WL--121 2 WL--122 3 WL--123 4 WL--124 5 WL--125 6 WL--126 7 WL--127 8 WL--128 9 WL--129 10 WL--130 11 WL--131 12 WL--132 13 WL--133 14 WL--134 15 WL--135 16 WL--136 17 WL--137
3.31 3.176 13.43
4.90
0.5 0.05 0.08 1.64 0.5 2.64
0.5
3.31 3.176 13.43
4.90
0.5 0.05 0.08 1.64 0.5 2.64
0.5
3.37 3.238 13.79
4.99
0.5 0.05 0.08 1.64 0.5 2.64
0.5
5.46 5.63 5.81 5.99 6.18 6.41 6.65 6.90 7.10 7.50 7.71 7.97 8.18 8.18 8.45 8.72 9.00
25.43 26.07 26.75 27.45 28.13 29.01 29.89 30.79 31.52 33.00 33.75 34.69 35.45 35.45 36.41 37.37 38.35

土方工程量方格网计算表格

计算： XXX
网格边长(m)
基准标高(m)
校核： XXX 网格角点标高(m)
A 12/34
B 23/41
点1
点2
点3
点4
点1 编号
点1 标高
点2 编号
点2 标高
点3 编号
点3 标高
点4 编号
点4 标高
10
10
102 102 102 102
1
102
2
102
3
102
4
102
10
10
102 102 102 102
10
12
102 102 102 102 123 102 124 103 125 103 126 101
10
12
102 102 102 102 125 101 126 103 127 103 128 102
10
12
102 102 102 102 127 102 128 103 129 101 130 103
10
12
102 102 102 102 111 103 112 103 113 102 114 101
10
12
102 102 102 102 113 103 114 103 115 101 116 102
10
12
102 102 102 102 115 103 116 102 117 103 118 101
10
12
102 102 102 102 105 102 106 103 107 103 108 102
10
12
102 102 102 102 107 102 108 103 109 102 110 103

工程量计算表

KL5
0.24×(0.5-0.12)×（12.84-0.4×5）×2=1.98
kl6
0.24×(0.4-0.12）×(4.8+0.24-0.4×2)×2=0.57
KL7
0.24×(0.5-0.12）×(7.76-0.4×2)=0.63
KL8
0.24×(0.5-0.12）×（12.84-
0.4×5）=0.99
DL1
全长：5.3×5+7.6+3.8=37.9m
面积：2×0.6×（5.3×5+7.6+3.8)=45.48
序
号
分部分项
工程名称
部位
与编号
单
位
计算式
结果
DL2
全长：32.6+28.6+4+32.6+32.6+10.4×2+32.6+28.8+6.3×11+7.8+4.8×2)=299.3m
面积：2×0.4×（32.6+28.6+4+32.6+32.6+10.4×2+32.6+28.8+6.3×11+7.8+4.8×2)=239.44
LL3
(0.24+(0.3-0.12）×2)×（3.0-0.24）=1.66
LL4
(0.24+(0.57-0.12）×2)×（12.6-0.4×4）=12.54
LL6
(0.24+(0.4-0.12）×2)×（5.3-0.48）=3.86
LL7
(0.24+(0.3-0.12）×2)×（4-0.48）=2.11
CT5

集水井工程量计算表

0.40.10.1砖模厚0.180.1单边工作面宽0.30.5筏板厚0.3序号编号各称净尺寸净尺寸净高井底板井壁墙数量底面标高实挖土F1F2砖模体积井壁体积井底体积井壁模板垫层模板垫层体积2m内挖土4m内挖土回填土井净面积井外壁面积127################1-3.00########### 4.97 6.16 1.4019.20 1.100.7572.5953.31 2.40 4.68### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74### 1.350.74 4.97 6.16 1.4019.20 1.100.7572.5953.31 2.40 4.68扣筏板用扣垫层用注：1、F1为土方开挖下底面积，F2为土方开挖放坡后上底面积。

2、井净高指筏板面至井底面的高度。

3、自然地面标高为筏板垫层底标高。

4、井壁砼从井底面到筏板底。

5、井壁模板从井底面到筏板顶面。

6、井底砼计到井侧壁外边。

7、砖模计到筏板垫层底。

集水井工程量计算表小计备注井垫层厚垫层单边突出筏板垫层厚放坡糸数内外地台高差。

土石方量计算表

距离桩号填填土石土石123456789距离桩号填填土石土石123456789挖挖总体积断面面积（）平均面积（）02048012.211.38 6.581.94909.42 6.2514.843.440505.089.449.5340.556.9602051010.979.7160.8610.92020202052010.129.254.93521.9810.9710.02335.8810.19011.28053011.8812.8125.5217.490.216.3203.63540.0810.4911.7424.265509.3 3.8320.7833.74 1.629.720.55608.99 4.7923.0833.83 3.61010105708.794.8119.17575.0810.065.226.8535.939.135.81 6.15809.92 5.513.5437.5912.6 3.636.376008.82 5.831.586209.797.3648.2620.741.8917.2106408.7411.938.26挖挖总体积断面面积（）平均面积（）2m 2m m3m 2m 2m m3m距离桩号填填土石土石1234567896609.36 4.186.581.902002068010.39.7614.843.447009.9812.7672010.9913.1460.8610.9202040.556.960207408.33 4.3254.9311.287607.96 1.7735.8810.190200207809.33 1.5625.5217.49792.69 4.3224.2629.720.5 3.630.216.3800 3.9720.7833.74810 3.6223.0833.83 3.6101.610830 5.2119.1735.81837.69 3.146.8535.939.1 6.376.110840 3.743.5437.59850 4.471.5841.8917.21012.6 3.634.5148.268704.6720.78.26859.39挖挖总体积断面面积（）平均面积（）020882.699.72 6.581.989010.114.843.4409008.7640.556.960209108.66 4.5260.8610.920202020927.699.5154.9311.282m 2m m3m距离桩号填填土石土石1234567892054.939409.2735.8810.19011.280960 4.8725.5217.490.216.3203.639807.3124.2610004.1820.7833.74 1.629.720.510209.0223.0833.83 3.610101010409.3219.1710609.066.8535.939.135.81 6.110808.963.5437.5912.6 3.636.3711005.141.581114.364.2148.2620.741.8917.21011204.738.26挖挖总体积断面面积（）平均面积（）1149.369.146.581.902002011608.1414.843.441163.519.4311804.7660.8610.9202040.556.960201184.39 5.2454.9311.281200 4.1235.8810.190200201219.36 3.7825.5217.4912407.65 2.3624.2629.720.5 3.630.216.312609.06 2.1720.7833.7412809.033.6123.0833.833.6101.6102m 2m m3m距离桩号填填土石土石12345678923.0833.83 3.6101300 3.9319.1735.811320 3.926.8535.939.1 6.376.110134014.793.5437.59136013.141.5841.8917.21012.6 3.63048.26140013.5720.78.26138014.28挖挖总体积断面面积（）平均面积（）020142010.46.581.9144019.4514.843.440146016.940.556.9620148018.04202035.8810.1912026.4810.6725.5217.490.216.3203.63136.424.5624.320.3724.2614023.9535.130.620.7833.741.629.720.515017.6132.3 2.6823.0833.833.610101016028.5435.314.5719.171709.7936.317.716.8535.939.135.816.1176.43.9135.5610.533.5437.5912.63.636.371803.1639.6314.691.5819044.1519.7148.2620.741.8917.2108.262m 2m m3m距离桩号填填土石土石12345678948.2620.7198.352.3621.798.26挖挖总体积断面面积（）平均面积（）07.451.84 6.581.9020020205.72 1.9614.843.444023.964.926057.149.0160.8610.9202040.556.960208064.5812.8554.9311.2810045.299.7135.8810.1902002012026.4810.6725.5217.49136.424.5624.320.3724.2629.720.5 3.630.216.314023.9535.130.620.7833.7415017.6132.3 2.6823.0833.83 3.6101.61016028.5435.314.5719.1735.811709.7936.317.716.8535.939.1 6.376.110176.43.9135.5610.533.5437.591803.1639.6314.691.5841.8917.21012.6 3.6344.1519.7148.26198.352.3621.7920.78.261902m 2m m3m土石土石土土石压实101112131415161718土石土石土土石压实101112131415161718石土石土路基土石方量表挖方填方本桩利用挖余填缺38.010131.7压实380093.781168.80022868.830296.8139.300671.7139.30225.5000998.7218.501217218.5717.6873.11098225.500203.700513.9203.70107.8 1.803131.5286.33417.9286.3207.8087.987.919.8 1.8207.8129.616.40337.416.4358.161.4107.536.30338.336.3230.8230.843.70191.7191.7166.461.443.7185.358.1022958.1418.9172123.545.70136.345.712.812.8015.815.8403.1172 路基土石方量表398.6171.4398.6171.4土石土石本桩利用挖余填缺挖方填方压实3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m 3m土石土石土土石压实1011121314151617180093.70671.768.830296.838.010131.738139.368.8002280811139.300109800998.7218.501217218.5225.500873.1225.53417.900513.9203.70717.6203.7286.303131.5286.316.4207.819.8 1.80107.8 1.887.987.9207.8129.616.40337.461.4191.7107.536.30338.336.3230.8230.8191.7166.461.40358.145.712.8185.358.1022958.143.743.712.8123.545.70136.3403.11720418.917215.815.80398.6171.4398.6171.4石土石土路基土石方量表挖方填方本桩利用挖余填缺38.010131.7压实380093.781168.80022868.830296.8139.300671.7139.30225.500998.7218.501217218.5873.11098225.53m 3m 3m 3m 3m 3m土石土石土土石压实101112131415161718225.50717.6873.11098225.500203.700513.9203.70107.8 1.803131.5286.33417.9286.3207.8087.987.919.8 1.8207.8129.616.40337.416.4358.161.4107.536.30338.336.3230.8230.843.70191.7191.7166.461.443.7185.358.1022958.1418.9172123.545.70136.345.712.812.8015.815.8403.1172 路基土石方量表398.6171.4398.6171.4土石土石本桩利用挖余填缺挖方填方压实0093.70671.768.830296.838.010131.738139.368.8002280811139.300109800998.7218.501217218.5225.500873.1225.53417.900513.9203.70717.6203.7286.303131.5286.316.4207.819.8 1.80107.8 1.887.987.9207.8129.616.40337.4107.536.3338.336.3230.8230.83m 3m3m3m3m3m土石土石土土石压实10111213141516171861.4191.7107.536.30338.336.3230.8230.8191.7166.461.40358.145.712.8185.358.1022958.143.743.712.8123.545.70136.3403.11720418.917215.815.80398.6171.4398.6171.4石土石土路基土石方量表挖方填方本桩利用挖余填缺38.010131.7压实380093.781168.80022868.830296.8139.3671.7139.3225.50717.6873.11098225.500203.700513.9203.70107.8 1.803131.5286.33417.9286.3207.8087.987.919.8 1.8207.8129.616.40337.416.4358.161.4107.536.30338.336.3230.8230.843.70191.7191.7166.461.443.7185.358.1022958.1418.9172123.545.70136.345.712.812.8015.815.8403.11720398.6171.4398.6171.43m 3m 3m 3m 3m 3m土石土石土土石压实101112131415161718 路基土石方量表0398.6171.40398.6171.40土石土石本桩利用挖余填缺挖方填方压实0093.70671.768.830296.838.010131.738139.368.8002280811139.300109800998.7218.501217218.5225.500873.1225.53417.900513.9203.70717.6203.7286.303131.5286.316.4207.819.8 1.80107.8 1.887.987.9207.8129.616.40337.461.4191.7107.536.30338.336.3230.8230.8191.7166.461.40358.145.712.8185.358.1022958.143.743.712.8123.545.70136.3403.11720418.917215.815.80398.6171.4398.6171.43m 3m3m3m3m3m石运距运距kmkm192021222324252627石运距运距kmkm192021222324252627土石远运利用纵向调配示意图借方量表第1页共6页填缺土运量石运量土量表第1页共6页土石填缺远运利用纵向调配示意图借方土运量石运量土3m 3m 3m 3m 3m 3m3m3m石运距运距kmkm192021222324252627土石远运利用纵向调配示意图借方量表第1页共6页填缺土运量石运量土3m 3m 3m 3m石运距运距kmkm192021222324252627量表第1页共6页土石填缺远运利用纵向调配示意图借方土运量石运量土3m 3m3m3m石运距运距kmkm192021222324252627土石远运利用纵向调配示意图借方量表第1页共6页填缺土运量石运量土3m 3m 3m 3m石运距运距kmkm192021222324252627量表第1页共6页土石填缺远运利用纵向调配示意图借方土运量石运量土3m3m3m3m备注运距运距kmkm282930313233备注运距运距kmkm282930313233土石弃方运量石运量弃方土石运量石运量3m 3m备注运距运距kmkm282930313233土石弃方运量石运量3m备注运距运距kmkm282930313233弃方土石运量石运量3m备注运距运距kmkm282930313233土石弃方运量石运量3m备注运距运距kmkm282930313233弃方土石运量石运量3m。

排水管沟挖土方计算表

雨水管沟挖土方计算表
管沟段 Y1 1000 Y2 1000 Y3 1000 Y4 1000 Y5 1200 Y6 1200 Y7 1200 Y8 1200 Y9 1200 Y10 1200 Y11 Y3 Y3-1 Y9 Y9-1 Y5 1000 Y5-1 合计 2603.99 31.5 0.08 2.24 2.70 2.83 1.5 12.59 12.59 11.39 9.977 0.2 0.3 0.5 0.4 0.1 1.83 190.21 800 24.5 0.08 2.48 2.40 2.83 1.2 8.63 8.588 6.83 5.995 0.2 0.2 0.5 0.4 0.1 1.83 0.848 0.681 1.500 146.16 800 20 0.08 2.20 2.40 2.83 1.2 14 13.936 12.2 11.895 0.2 0.2 0.5 0.4 0.1 1.83 0.848 0.681 1.500 106.11 30 0.12 3.15 3.00 3.08 1.8 7.439 6.59 4.855 3.715 0.3 0.3 0.5 0.4 0.1 2.08 0.974 0.681 284.08 30 0.12 3.01 3.00 3.08 1.8 8.588 7.439 5.995 4.855 0.3 0.3 0.5 0.4 0.1 2.08 0.974 0.681 271.36 30 0.12 2.94 3.00 3.08 1.8 9.585 8.588 7.135 5.995 0.3 0.3 0.5 0.4 0.1 2.08 0.974 0.681 265.32 30 0.12 2.92 3.00 3.08 1.8 10.834 9.585 8.275 7.135 0.3 0.3 0.5 0.4 0.1 2.08 0.974 0.681 263.79 23 0.12 2.96 3.00 3.08 1.8 11.69 10.834 9.176 8.275 0.3 0.3 0.5 0.4 0.1 2.08 0.974 0.681 204.59 21 0.12 2.98 3.00 3.08 1.8 12.59 11.69 9.977 9.176 0.3 0.3 0.5 0.4 0.1 2.08 0.974 0.681 188.55 25 0.1 2.81 2.70 3.08 1.5 13.44 12.59 11.139 9.977 0.2 0.3 0.5 0.4 0.1 2.08 0.877 0.681 1.482 190.01 20 0.1 2.47 2.70 3.08 1.5 13.936 13.44 11.895 11.139 0.2 0.2 0.5 0.4 0.1 2.08 0.877 0.681 1.482 134.38 30 0.1 2.33 2.70 3.08 1.5 15.058 13.936 13.035 11.895 0.2 0.2 0.5 0.4 0.1 2.08 0.877 0.681 1.482 189.79 26 0.1 2.31 2.70 3.08 1.5 15.299 15.058 13.299 13.035 0.2 0.2 0.5 0.4 0.1 2.08 0.877 0.681 1.482 169.64 管径管沟长管壁结构高计算宽计算直厚度H 度B 径D 管基宽度原地面标高上游下游井底标高上游下游井基厚度上游下游管工作面井工作面支护结构宽度 B/D K √（D2土方量 B2

土方开挖计算表格

பைடு நூலகம்
请在对应框输入数量
0 0 0 0 0 0 0 0
结果区
管沟及人手孔土方计算器序号项目 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 B=沟底宽度（m） L=沟长度（m） H=沟（坑）深度（m） i=放坡系数 a人孔坑底短边长度（m） b=人孔坑底长边长度（m）结果区不放坡挖沟，开挖路面面积： 1.不放坡挖沟，开挖路面面积：开挖管道沟面积（A=BL）开掘人孔坑面积 (A=ab) 放坡挖沟，开挖路面面积： 2.放坡挖沟，开挖路面面积：开挖管道沟面积A=(2Hi+B)L 开掘人孔坑面积A=(2Hi+a)(2Hi+b) 开挖沟土（方体积： 3.开挖沟土（石）方体积：不放坡挖沟 V1=BHL 放坡挖沟 V1=(Hi+B)HL 开挖人孔坑土（方体积： 4.开挖人孔坑土（石）方体积：不放坡挖人孔坑V2=abH 放坡挖人孔坑 V2=H/3[ab+(2Hi+a)(2Hi+b)+sqrt(ab(2Hi+a)(2Hi+b))] （通信预决算软件） 2006年制作好消息,通信工程概预算软件2008(新定额版本)已经完成请在下载下载 /down/tx2008setup.exe 数量说明

土石方工程量计算表

7m杆 8m杆 9m杆 10m杆 12m杆 15m杆 0.3× 0.6 0.4× 0.8
0.83 0.96 1.02 1.09 1.28 1.47 1.82 2.42
0.8*0.8*1.3 0.8*0.8*1.5 0.8*0.8*1.6 0.8*0.8*1.7 0.8*0.8*2 0.8*0.8*2.3 2.1／6*(0.5*0.8+（.5+1.06）*（0.8+1.36）+1.06*1.36) 2.1/6*[0.6*1.0+(0.6+1.16)*(1.0+1.56)+1.16*1.56]
7m杆 8m杆 9m杆 10m杆 12m杆 15m杆 0.3× 0.6 0.4× 0.8
流砂坑流砂坑流砂坑流砂坑流砂坑流砂坑流砂坑流砂坑
立方米立方米立方米立方米立方米立方米立方米立方米立方米
0.83 0.96 1.02 1.09 1.28 1.47 0.84 1.26
0.8*0.8*1.3 0.8*0.8*1.5 0.8*0.8*1.6 0.8*0.8*1.7 0.8*0.8*2 0.8*0.8*2.3 0.5*0.8*2.1 0.6*1*2.1
2.1／6× （0.6× 1+（0.6+1.44）× （1+1.84）+1.44× 1.84）
普通土挖填小计电杆 7m 电杆 8m 电杆 9m 10kV以下架空配电线路坚土电杆 10m 电杆 12m 电杆 15m 拉盘 LP6 拉盘 LP8 坚土挖填小计电杆 7m 电杆 8m 电杆 9m 10kV以下架空配电线路松砂石电杆 10m 电杆 12m 电杆 15m 拉盘 LP6 拉盘 LP8 松砂石挖填小计松砂石松砂石松砂石松砂石松砂石松砂石松砂石松砂石坚土坚土坚土坚土坚土坚土坚土坚土

井室相应工程量计算表

井室相应工程量计算表1、砖砌方形井[1.1m(长)*1.1m(宽)*1.4m(高)]，共计18座，其中：砖砌体：(1.1+0.24)*4*0.24*1.4=1.8m³/座*18座=32.4m³盖板C25砼：(1.1+0.4)*(1.1+0.4)*0.12=0.27m³/座*18座=4.86m³盖板钢筋(Φ14)：(1.1+0.4)/0.15+1=11根11*2*1.5*14*14*0.00617/1000=0.04t/座*18座=0.72t 砂砾垫层：(1.1+0.48+0.1*2+0.1*2)2*0.1=0.39m³/座*18座=7m³C30基础：(1.1+0.48+0.1*2)²*0.15=0.48m³/座*18座=8.6m³内壁抹灰：1.1*4*1.4=6.16㎡/座*18座=111㎡轻型井盖：4套2、砖砌方形井[1m(长)*0.8m(宽)*1.2m(高)],共计4座，其中：砖砌体：[(1+0.24)*2+(0.8+0.24)*2]*0.24*1.2=1.3m³/座*4座=5.2m³盖板C25砼：(1+0.4)*(0.8+0.4)*0.12=0.2m³/座*4座=0.8m³盖板钢筋(Φ14)：(1+0.4)/0.15+1=11根 (0.8+0.4)/0.15+1=9根(1.4*11+1.2*9)*14*14*0.00617/1000=0.03t/座*4座=0.12t砂砾垫层：(1+0.48+0.1*4)*(0.8+0.48+0.1*4)*0.1=0.3m³/座*4座=1.2m³C30基础：(1+0.48+0.1*2)*(0.8+0.48+0.1*2)*0.15=0.37m³/座*4座=1.5m³内壁抹灰：1*1.2*2+0.8*1.2*2=4.3㎡/座*4座=17㎡3、砖砌方形井[1.5m(长)*1m(宽)*1.4m(高)]，共计2座，其中：砖砌体：[(1.5+0.24)*2+(1+0.24)*2]*0.24*1.4=2m³/座*2座=4m³盖板C25砼：(1.5+0.4)*(1+0.4)*0.12=0.32m³/座*2座=0.64m³盖板钢筋(Φ14)：(1.5+0.4)/0.15+1=14根 (1+0.4)/0.15+1=11根(14*1.9+11*1.4)*14*14*0.00617/1000=0.05t/座*2座=0.1t 砂砾垫层：(1.5+0.48+0.1*4)*(1+0.48+0.1*4)*0.1=0.45m³/座*2座=0.9m³ C30基础：(1.5+0.48+0.1*2)*(1+0.48+0.1*2)*0.15=0.55m³/座*2座=1.1m³内壁抹灰：1.5*1.4*2+1*1.4*2=7㎡/座*2座=14㎡4、砖砌方形井：[3.5m(长)*1.5m(宽)*1.4m(高)]，共计1座，其中：砖砌体：[3.5+0.24)*2+(1.5+0.24)*2]*0.24*1.4=3.7m³盖板C25砼：(3.5+0.4)*(1.5+0.4)*0.12=0.9m³盖板钢筋(Φ14) ：(3.5+0.4)/0.15+1=27根 (1.5+0.4)/0.15+1=14根(3.9*27+1.9*14)*14*14*0.00617/1000=0.16t沙砾垫层：(3.5+0.48+0.1*4)*(1.5+0.48+0.1*4)*0.1=1m³C30基础：(3.5+0.48+0.1*2)*(1.5+0.48+0.1*2)*0.15=1.4m³内壁抹灰：(3.5*1.4*2)+(1.5*1.4*2)=14㎡5、砖砌圆形井：[1.2m(内径)、1.4m(高)],共计1座，其中：砖砌体：3.14*{[(1.2+0.48)/2]2-(1.2/2)2}*1.4=1.52m³/座*14座=21m³砂砾垫层：(1.2+0.48+0.4)2*0.1=0.43m³/座*14座=6m³C30基础：(1.2+0.48+0.2)2*0.15=0.65m³/座*14座=9m³内壁抹灰：3.14*1.2*1.4=5.3㎡/座*14座=74㎡轻型井盖：14套- 1 -。

电缆沟、检查井、集水坑工程量计算表

备注
序号 1 2 3 4 5 6 7 8 9 10 11 12
检查井工程量计算表（2×2×2m）每个数量数量分项工程名称单位个数每个数量总数人工挖地槽余土外运回填土 C15混凝土垫层 C25混凝土顶板砌砖圈梁井砌砖铸铁井盖配筋抹灰 m³ m³ m³ m³ m³ kg m³ kg m³ kg t m³ 80.47 16.61 63.86 1.116 1.372 1.058 4.316 0.702 0.746 1 0.173 10 80.470 16.610 63.860 1.116 1.372 1.058 4.316 0.702 0.746 1.000 0.173 10.000 1
备注
序号 1 2 3 4 5
分项工程名称人工挖地坑 C15混凝土垫层 C30混凝土铁篦子配筋
集水坑工程量计算表每个数量数量单位每个数量总数 m³ m³ m³ 套 t 1 0.17 1.103 1 0.162 1.000 0.170 1.103 1.000 0.162
个数
备注
1
序号 1 2 ห้องสมุดไป่ตู้ 4 5 6 7 8 9 10 11 12 13
35KV电缆沟工程量计算表（1.5×1.5m）每延长米数量数量分项工程名称单位沟长每m数量总数人工挖地槽回填土余土外运 C15混凝土垫层 C25混凝土一般钢筋制作沟内壁抹灰电缆支架制作预埋接地扁钢扁钢主材预制盖板（制作安装）盖板配筋预埋件 m³ m³ m³ m³ m³ t m³ t m t m³ t kg 11.84 9.28 2.56 0.315 0.96 0.26 4.2 0.01329 6 0.01698 0.285 0.0343 0.237 11.840 9.280 2.560 0.315 0.960 0.260 4.200 0.013 6.000 0.017 0.285 0.034 0.237 1

市政给排水土方量计算表格(含公式)

27.90129.39179.718.48632.22井号1井号2直径管长(m)管道类型埋深1埋深2平均设计埋深基础加深换填厚度路面厚度平均实际挖深放坡系数1:i(高:宽)开挖方式挖土方管道体积基础体积换填体积填河砂填中砂雨北14雨北13120048混凝土管道 2.48 2.42 2.450.180 2.7500.33不设支撑直挖351.6578.1331.390.0080.56161.56雨北13雨北12120020混凝土管道 2.42 2.42 2.420.180 2.7200.33不设支撑直挖144.9232.5613.080.0031.9767.32雨北12雨北11100025塑料管道 2.22 2.4 2.310.300 2.6100.33不设支撑直挖130.5019.6315.000.0040.5055.38雨北11雨北10100030塑料管道 2.4 2.42 2.410.300 2.7100.33不设支撑直挖162.6023.5518.000.0054.6066.45雨北10雨北9100025塑料管道 2.42 2.46 2.440.300 2.7400.33不设支撑直挖137.0019.6315.000.0047.0055.38雨北9雨北8100025塑料管道 2.46 2.51 2.490.300 2.7850.33不设支撑直挖139.2519.6315.000.0049.2555.38雨北8雨北780025塑料管道 2.31 2.36 2.340.300 2.6350.33不设支撑直挖118.5812.5613.500.0046.5845.94雨北7雨北680025塑料管道 2.36 2.41 2.390.300 2.6850.33不设支撑直挖120.8312.5613.500.0048.8345.94雨北6雨北580025塑料管道 2.41 2.46 2.440.300 2.7350.33不设支撑直挖123.0812.5613.500.0051.0845.94雨北5雨北480027塑料管道 2.46 2.51 2.490.300 2.7850.33不设支撑直挖135.3513.5614.580.0057.5949.62雨北4雨北360024塑料管道 2.31 2.34 2.330.300 2.6250.33不设支撑直挖100.80 6.7811.520.0047.0435.46雨北3雨北260026塑料管道 2.34 2.34 2.340.300 2.6400.33不设支撑直挖109.827.3512.480.0051.5838.41雨北2雨北160025塑料管道 2.34 2.28 2.310.300 2.6100.33不设支撑直挖104.407.0712.000.0048.4036.94雨北15雨北1650025塑料管道 2.22 2.19 2.210.300 2.5050.33不设支撑直挖81.41 4.919.750.0039.1627.59雨北16雨北1750025塑料管道 2.19 2.1 2.150.300 2.4450.33不设支撑直挖79.46 4.919.750.0037.2127.59雨北17雨北1850024塑料管道 2.12 2.050.300 2.3500.33不设支撑直挖73.32 4.719.360.0032.7626.49雨北18雨北1950024塑料管道2 1.91 1.960.300 2.2550.33不设支撑直挖70.36 4.719.360.0029.8026.49雨北19雨北2050024塑料管道 1.91 1.84 1.880.300 2.1750.33不设支撑直挖67.86 4.719.360.0027.3026.49雨北20雨北2150024塑料管道 1.84 1.75 1.800.300 2.0950.33不设支撑直挖65.36 4.719.360.0024.8026.49雨北21雨北2280025塑料管道 2.05 1.96 2.010.300 2.3050.33不设支撑直挖103.7312.5613.500.0031.7345.94雨北22雨北2380025塑料管道 1.96 1.91 1.940.300 2.2350.33不设支撑直挖100.5812.5613.500.0028.5845.94雨北23雨北2480025塑料管道 1.91 1.91 1.910.300 2.2100.33不设支撑直挖99.4512.5613.500.0027.4545.94雨北24雨北2580026塑料管道 1.91 1.96 1.940.300 2.2350.33不设支撑直挖104.6013.0614.040.0029.7247.78雨北25雨北26100016塑料管道 2.16 2.21 2.190.300 2.4850.33不设支撑直挖79.5212.569.600.0021.9235.44雨南2215004混凝土管道 2.74 2.73 2.740.225 3.1100.33不设支撑直挖37.6210.17 4.080.007.0816.28雨南22雨南21150012混凝土管道 2.73 2.9 2.820.225 3.1900.33不设支撑直挖115.7630.5212.250.0024.1348.85雨南21雨南20150020混凝土管道 2.9 2.75 2.830.225 3.2000.33不设支撑直挖193.5450.8720.420.0040.8281.42雨南20雨南19150030混凝土管道 2.75 2.79 2.770.225 3.1450.33不设支撑直挖285.3176.3030.630.0056.25122.14雨南19雨南18150030混凝土管道 2.79 2.72 2.760.225 3.1300.33不设支撑直挖283.9576.3030.630.0054.89122.14雨南18雨南17150038混凝土管道 2.72 2.91 2.820.225 3.1900.33不设支撑直挖362.7195.6338.390.0075.61153.08雨南17雨南16150014混凝土管道 2.91 2.64 2.780.225 3.1500.33不设支撑直挖133.3635.6114.290.0026.4657.00雨南16雨南15150045混凝土管道 2.64 2.87 2.760.225 3.1300.33不设支撑直挖425.93114.4545.950.0082.33183.20雨南15雨南14150031混凝土管道 2.87 2.84 2.860.225 3.2300.33不设支撑直挖302.7978.8531.650.0066.09126.21雨南14雨南13150027混凝土管道 2.84 2.83 2.840.225 3.2100.33不设支撑直挖262.0968.6727.570.0055.93109.92雨南13雨南12150025混凝土管道 2.83 2.82 2.830.225 3.2000.33不设支撑直挖241.9263.5925.530.0051.03101.78雨南12雨南11150025混凝土管道 2.82 2.85 2.840.225 3.2100.33不设支撑直挖242.6863.5925.530.0051.79101.78雨南11雨南10100025塑料管道 2.35 2.36 2.360.300 2.6550.33不设支撑直挖132.7519.6315.000.0042.7555.38雨南10雨南9100025塑料管道 2.36 2.4 2.380.300 2.6800.33不设支撑直挖134.0019.6315.000.0044.0055.38雨南9雨南8100025塑料管道 2.4 2.45 2.430.300 2.7250.33不设支撑直挖136.2519.6315.000.0046.2555.3827.90129.39179.718.48632.22井号1井号2直径管长(m)管道类型埋深1埋深2平均设计埋深基础加深换填厚度路面厚度平均实际挖深放坡系数1:i(高:宽)开挖方式挖土方管道体积基础体积换填体积填河砂填中砂雨南8雨南780025塑料管道 2.25 2.3 2.280.300 2.5750.33不设支撑直挖115.8812.5613.500.0043.8845.94雨南7雨南680025塑料管道 2.3 2.35 2.330.300 2.6250.33不设支撑直挖118.1312.5613.500.0046.1345.94雨南6雨南580025塑料管道 2.35 2.4 2.380.300 2.6750.33不设支撑直挖120.3812.5613.500.0048.3845.94雨南5雨南480025塑料管道 2.4 2.45 2.430.300 2.7250.33不设支撑直挖122.6312.5613.500.0050.6345.94雨南4雨南350025塑料管道 2.15 2.18 2.170.300 2.4650.33不设支撑直挖80.11 4.919.750.0037.8627.59雨南3雨南250025塑料管道 2.18 2.18 2.180.300 2.4800.33不设支撑直挖80.60 4.919.750.0038.3527.59雨南2雨南150025塑料管道 2.18 2.13 2.160.300 2.4550.33不设支撑直挖79.79 4.919.750.0037.5427.59雨南23雨南2450026塑料管道 2.63 2.5 2.570.300 2.8650.33不设支撑直挖96.84 5.1010.140.0052.9028.70雨南24雨南2550026塑料管道 2.19 2.1 2.150.300 2.4450.33不设支撑直挖82.64 5.1010.140.0038.7028.70雨南25雨南2660026塑料管道 2.2 2.13 2.170.300 2.4650.33不设支撑直挖102.547.3512.480.0044.3038.41雨南26雨南2760026塑料管道 2.13 2.04 2.090.300 2.3850.33不设支撑直挖99.227.3512.480.0040.9838.41雨南27雨南2860026塑料管道 2.04 1.97 2.010.300 2.3050.33不设支撑直挖95.897.3512.480.0037.6538.41雨南28雨南2980025塑料管道 1.97 1.89 1.930.300 2.2300.33不设支撑直挖100.3512.5613.500.0028.3545.94雨南29雨南3080026塑料管道 2.092 2.050.300 2.3450.33不设支撑直挖109.7513.0614.040.0034.8747.78雨南30雨南3180025塑料管道2 1.95 1.980.300 2.2750.33不设支撑直挖102.3812.5613.500.0030.3845.94雨南31雨南3280025塑料管道 1.95 1.95 1.950.300 2.2500.33不设支撑直挖101.2512.5613.500.0029.2545.94雨南32雨南3380024塑料管道 1.952 1.980.300 2.2750.33不设支撑直挖98.2812.0612.960.0029.1644.10雨南33雨南34100015塑料管道 2.2 2.25 2.230.300 2.5250.33不设支撑直挖75.7511.789.000.0021.7533.2326001混凝土管道7.57.57.500.3538.0880.33不设支撑直挖37.977.40 2.780.0019.558.2328001混凝土管道7.57.57.500.3838.1380.33不设支撑直挖40.158.60 3.250.0019.468.8430001混凝土管道7.57.57.500.4138.1880.339mIV型拉森钢板桩支护44.829.893.760.0020.3910.787、综合单价根据选择的开挖方式自动计算，不用另外调整，只要确定开挖方式就行了。

市政给排水土方量计算表格

27.90129.39179.718.48632.22井号1井号2直径管长(m)管道类型埋深1埋深2平均设计埋深基础加深换填厚度路面厚度平均实际挖深放坡系数1:i(高:宽)开挖方式挖土方管道体积基础体积换填体积填河砂填中砂雨北14雨北13120048混凝土管道 2.48 2.42 2.450.180 2.7500.33不设支撑直挖351.6578.1331.390.0080.56161.56雨北13雨北12120020混凝土管道 2.42 2.42 2.420.180 2.7200.33不设支撑直挖144.9232.5613.080.0031.9767.32雨北12雨北11100025塑料管道 2.22 2.4 2.310.300 2.6100.33不设支撑直挖130.5019.6315.000.0040.5055.38雨北11雨北10100030塑料管道 2.4 2.42 2.410.300 2.7100.33不设支撑直挖162.6023.5518.000.0054.6066.45雨北10雨北9100025塑料管道 2.42 2.46 2.440.300 2.7400.33不设支撑直挖137.0019.6315.000.0047.0055.38雨北9雨北8100025塑料管道 2.46 2.51 2.490.300 2.7850.33不设支撑直挖139.2519.6315.000.0049.2555.38雨北8雨北780025塑料管道 2.31 2.36 2.340.300 2.6350.33不设支撑直挖118.5812.5613.500.0046.5845.94雨北7雨北680025塑料管道 2.36 2.41 2.390.300 2.6850.33不设支撑直挖120.8312.5613.500.0048.8345.94雨北6雨北580025塑料管道 2.41 2.46 2.440.300 2.7350.33不设支撑直挖123.0812.5613.500.0051.0845.94雨北5雨北480027塑料管道 2.46 2.51 2.490.300 2.7850.33不设支撑直挖135.3513.5614.580.0057.5949.62雨北4雨北360024塑料管道 2.31 2.34 2.330.300 2.6250.33不设支撑直挖100.80 6.7811.520.0047.0435.46雨北3雨北260026塑料管道 2.34 2.34 2.340.300 2.6400.33不设支撑直挖109.827.3512.480.0051.5838.41雨北2雨北160025塑料管道 2.34 2.28 2.310.300 2.6100.33不设支撑直挖104.407.0712.000.0048.4036.94雨北15雨北1650025塑料管道 2.22 2.19 2.210.300 2.5050.33不设支撑直挖81.41 4.919.750.0039.1627.59雨北16雨北1750025塑料管道 2.19 2.1 2.150.300 2.4450.33不设支撑直挖79.46 4.919.750.0037.2127.59雨北17雨北1850024塑料管道 2.12 2.050.300 2.3500.33不设支撑直挖73.32 4.719.360.0032.7626.49雨北18雨北1950024塑料管道2 1.91 1.960.300 2.2550.33不设支撑直挖70.36 4.719.360.0029.8026.49雨北19雨北2050024塑料管道 1.91 1.84 1.880.300 2.1750.33不设支撑直挖67.86 4.719.360.0027.3026.49雨北20雨北2150024塑料管道 1.84 1.75 1.800.300 2.0950.33不设支撑直挖65.36 4.719.360.0024.8026.49雨北21雨北2280025塑料管道 2.05 1.96 2.010.300 2.3050.33不设支撑直挖103.7312.5613.500.0031.7345.94雨北22雨北2380025塑料管道 1.96 1.91 1.940.300 2.2350.33不设支撑直挖100.5812.5613.500.0028.5845.94雨北23雨北2480025塑料管道 1.91 1.91 1.910.300 2.2100.33不设支撑直挖99.4512.5613.500.0027.4545.94雨北24雨北2580026塑料管道 1.91 1.96 1.940.300 2.2350.33不设支撑直挖104.6013.0614.040.0029.7247.78雨北25雨北26100016塑料管道 2.16 2.21 2.190.300 2.4850.33不设支撑直挖79.5212.569.600.0021.9235.44雨南2215004混凝土管道 2.74 2.73 2.740.225 3.1100.33不设支撑直挖37.6210.17 4.080.007.0816.28雨南22雨南21150012混凝土管道 2.73 2.9 2.820.225 3.1900.33不设支撑直挖115.7630.5212.250.0024.1348.85雨南21雨南20150020混凝土管道 2.9 2.75 2.830.225 3.2000.33不设支撑直挖193.5450.8720.420.0040.8281.42雨南20雨南19150030混凝土管道 2.75 2.79 2.770.225 3.1450.33不设支撑直挖285.3176.3030.630.0056.25122.14雨南19雨南18150030混凝土管道 2.79 2.72 2.760.225 3.1300.33不设支撑直挖283.9576.3030.630.0054.89122.14雨南18雨南17150038混凝土管道 2.72 2.91 2.820.225 3.1900.33不设支撑直挖362.7195.6338.390.0075.61153.08雨南17雨南16150014混凝土管道 2.91 2.64 2.780.225 3.1500.33不设支撑直挖133.3635.6114.290.0026.4657.00雨南16雨南15150045混凝土管道 2.64 2.87 2.760.225 3.1300.33不设支撑直挖425.93114.4545.950.0082.33183.20雨南15雨南14150031混凝土管道 2.87 2.84 2.860.225 3.2300.33不设支撑直挖302.7978.8531.650.0066.09126.21雨南14雨南13150027混凝土管道 2.84 2.83 2.840.225 3.2100.33不设支撑直挖262.0968.6727.570.0055.93109.92雨南13雨南12150025混凝土管道 2.83 2.82 2.830.225 3.2000.33不设支撑直挖241.9263.5925.530.0051.03101.78雨南12雨南11150025混凝土管道 2.82 2.85 2.840.225 3.2100.33不设支撑直挖242.6863.5925.530.0051.79101.78雨南11雨南10100025塑料管道 2.35 2.36 2.360.300 2.6550.33不设支撑直挖132.7519.6315.000.0042.7555.38雨南10雨南9100025塑料管道 2.36 2.4 2.380.300 2.6800.33不设支撑直挖134.0019.6315.000.0044.0055.38雨南9雨南8100025塑料管道 2.4 2.45 2.430.300 2.7250.33不设支撑直挖136.2519.6315.000.0046.2555.3827.90129.39179.718.48632.22井号1井号2直径管长(m)管道类型埋深1埋深2平均设计埋深基础加深换填厚度路面厚度平均实际挖深放坡系数1:i(高:宽)开挖方式挖土方管道体积基础体积换填体积填河砂填中砂雨南8雨南780025塑料管道 2.25 2.3 2.280.300 2.5750.33不设支撑直挖115.8812.5613.500.0043.8845.94雨南7雨南680025塑料管道 2.3 2.35 2.330.300 2.6250.33不设支撑直挖118.1312.5613.500.0046.1345.94雨南6雨南580025塑料管道 2.35 2.4 2.380.300 2.6750.33不设支撑直挖120.3812.5613.500.0048.3845.94雨南5雨南480025塑料管道 2.4 2.45 2.430.300 2.7250.33不设支撑直挖122.6312.5613.500.0050.6345.94雨南4雨南350025塑料管道 2.15 2.18 2.170.300 2.4650.33不设支撑直挖80.11 4.919.750.0037.8627.59雨南3雨南250025塑料管道 2.18 2.18 2.180.300 2.4800.33不设支撑直挖80.60 4.919.750.0038.3527.59雨南2雨南150025塑料管道 2.18 2.13 2.160.300 2.4550.33不设支撑直挖79.79 4.919.750.0037.5427.59雨南23雨南2450026塑料管道 2.63 2.5 2.570.300 2.8650.33不设支撑直挖96.84 5.1010.140.0052.9028.70雨南24雨南2550026塑料管道 2.19 2.1 2.150.300 2.4450.33不设支撑直挖82.64 5.1010.140.0038.7028.70雨南25雨南2660026塑料管道 2.2 2.13 2.170.300 2.4650.33不设支撑直挖102.547.3512.480.0044.3038.41雨南26雨南2760026塑料管道 2.13 2.04 2.090.300 2.3850.33不设支撑直挖99.227.3512.480.0040.9838.41雨南27雨南2860026塑料管道 2.04 1.97 2.010.300 2.3050.33不设支撑直挖95.897.3512.480.0037.6538.41雨南28雨南2980025塑料管道 1.97 1.89 1.930.300 2.2300.33不设支撑直挖100.3512.5613.500.0028.3545.94雨南29雨南3080026塑料管道 2.092 2.050.300 2.3450.33不设支撑直挖109.7513.0614.040.0034.8747.78雨南30雨南3180025塑料管道2 1.95 1.980.300 2.2750.33不设支撑直挖102.3812.5613.500.0030.3845.94雨南31雨南3280025塑料管道 1.95 1.95 1.950.300 2.2500.33不设支撑直挖101.2512.5613.500.0029.2545.94雨南32雨南3380024塑料管道 1.952 1.980.300 2.2750.33不设支撑直挖98.2812.0612.960.0029.1644.10雨南33雨南34100015塑料管道 2.2 2.25 2.230.300 2.5250.33不设支撑直挖75.7511.789.000.0021.7533.2326001混凝土管道7.57.57.500.3538.0880.33不设支撑直挖37.977.40 2.780.0019.558.2328001混凝土管道7.57.57.500.3838.1380.33不设支撑直挖40.158.60 3.250.0019.468.8430001混凝土管道7.57.57.500.4138.1880.339mIV型拉森钢板桩支护44.829.893.760.0020.3910.787、综合单价根据选择的开挖方式自动计算，不用另外调整，只要确定开挖方式就行了。