管道开挖土方计算公式.xls
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1、1002346682孔钢(2*1) 3孔钢(3*1) 4孔钢(2*2) 6孔钢(3*2) 6孔钢(6*1) 8孔钢(4*2)6161000000.12200000管管径径100100100100100100100100100100100100挖沟深1.21.21.21.51.21.5系数0.330.330.330.330.330.33沟底宽0.650.760.650.760.760.915管道宽0.260.390.260.390.780.52管道高0.130.130.260.260.130.26管道顶部距地面高度1.071.070.941.241.071.24每米开路面1.4421.4421.
2、4421.641.4421.64挖方单量1.25521.38721.25521.88251.38722.115回填单量1.22141.33651.18761.78111.28581.9798倒运单量0.03380.05070.06760.10140.10140.1352开路面87.96200000挖方量76.567200000回填量74.505400000倒运2.061800000八立型基础四平型(A)基础三立型基础二立型基础一平型基础一立型基础包封单量0.002550.019450.036350.070150.070150.10395包封总量0.1555500000开路面0.33910121
3、218242430369孔钢(3*3)10孔钢(5*2)12孔钢(4*3)12孔钢(6*2)18孔钢(6*3)24孔钢(6*4)24孔钢(8*3)30孔钢(6*5)36孔钢(6*6)0000000000000000001001001001001001001001001001001001001001001001001001001.51.51.51.51.51.51.51.51.50.330.330.330.330.330.330.330.330.330.760.760.9150.760.760.760.9150.720.760.390.650.520.780.780.781.040.780.78
4、0.390.260.390.260.390.520.390.650.781.111.241.111.241.110.981.110.850.721.641.641.641.641.641.641.641.641.641.88251.88252.1151.88251.88251.88252.1151.82251.88251.73041.71351.91221.67971.57831.47691.70941.31551.27410.15210.1690.20280.20280.30420.40560.40560.5070.60840000000000000000000000000000000000
5、000.120850.137750.171550.171550.272950.374350.374350.475750.577150000000001008036482346636孔钢(8*4)48孔钢(8*6)小计2孔钢(2*1) 3孔钢(3*1) 4孔钢(2*2) 6孔钢(3*2) 6孔钢(6*1)006100000000.12200000100100100100管管径径808080808080808080801.51.5挖沟深1.21.21.21.51.20.330.33系数0.330.330.330.330.330.9150.915沟底宽0.650.760.650.760.761.04
6、1.04管道宽0.2160.3240.2160.3240.6480.520.78管道高0.1080.1080.2160.2160.1080.980.72管道顶部距地面高度1.0921.0920.9841.2841.0921.641.64每米开路面1.4421.4421.4421.641.4422.1152.115挖方单量1.25521.38721.25521.88251.38721.57421.3038回填单量1.2318721.3522081.2085441.8125161.3172160.54080.8112倒运单量0.0233280.0349920.0466560.0699840.069
7、98400开路面000000076.5672挖方量000000074.5054回填量00000002.0618倒运000000八立型基础0四平型(A)基础0三立型基础0二立型基础0一平型基础0一立型基础0.509550.77995包封单量 -0.007922 0.0037420.0154060.0387340.038734000.15555包封总量0000000.33开路面0.33000089101212182424308孔钢(4*2) 9孔钢(3*3)10孔钢(5*2)12孔钢(4*3)12孔钢(6*2)18孔钢(6*3)24孔钢(6*4)24孔钢(8*3)30孔钢(6*5)00000000
8、00000000008080808080808080808080808080808080801.51.51.51.51.51.51.51.51.50.330.330.330.330.330.330.330.330.330.9150.760.760.9150.760.760.760.9150.720.4320.3240.540.4320.6480.6480.6480.8640.6480.2160.3240.2160.3240.2160.3240.4320.3240.541.2841.1761.2841.1761.2841.1761.0681.1760.961.641.641.641.641.64
9、1.641.641.641.642.1151.88251.88252.1151.88251.88251.88252.1151.82252.0216881.7775241.765861.9750321.7425321.6725481.6025641.8350641.472580.0933120.1049760.116640.1399680.1399680.2099520.2799360.2799360.349920000000000000000000000000000000000000.0620620.0737260.085390.1087180.1087180.1787020.2486860.
10、2486860.318670000000008036364836孔钢(6*6)36孔钢(8*4)48孔钢(8*6)小计合计00006100000.12280808080808001.51.51.500.330.330.3300.760.9150.91500.6480.8640.86400.6480.4320.64800.8521.0680.85201.641.641.6401.88252.1152.11501.4625961.7417521.55512800.4199040.3732480.55987200000000076.5672000074.505400002.0618000000000
11、0000.3886540.3419980.528622000000.15555000.330.6600000000双壁波纹管2 23 34 46 66 68 89 92 2孔孔(2*1)(2*1)3 3孔孔(3*1)(3*1)4 4孔孔(2*2)(2*2)6 6孔孔(3*2)(3*2)6 6孔孔(6*1)(6*1)8 8孔孔(4*2)(4*2)9 9孔孔(3*3)(3*3)横横2 23 32 23 36 64 43 3竖竖1 11 12 22 21 12 23 3194191194000001910.388000001.719管管径径100100100100100100100100100100
12、100100100100挖沟深1.51.51.51.51.51.51.5系数0.330.330.330.330.330.330.33沟底宽0.650.760.650.761.480.9150.76管道宽0.410.520.40.520.880.640.52管道高0.2850.280.40.40.280.40.52管道顶部距地面高度1.2151.221.11.11.221.10.98每米开路面1.641.641.641.641.641.641.64挖方单量1.71751.88251.71751.88252.96252.1151.8825回填单量1.600651.73691.55751.67452
13、.71611.8591.6121倒运单量0.116850.14560.160.2080.24640.2560.2704开路面318.160000063.03挖方量333.19500000359.5575回填量310.526100000307.9111倒运22.66890000051.6464八立型基础四平型(A)基础三立型基础0二立型基础0一平型基础00191一立型基础1940包封单量0.08560.114350.128750.176750.215150.224750.23915包封总量16.60640000045.67765开路面0.331 10 01 12 21 12 21 18 82 2
14、4 42 24 43 30 03 36 63 36 61010孔孔(5*2)(5*2)1212孔孔(4*3)(4*3)1212孔孔(6*2)(6*2)1818孔孔(6*3)(6*3)2424孔孔(6*4)(6*4)2424孔孔(8*3)(8*3)3030孔孔(6*5)(6*5)3636孔孔(6*6)(6*6)3636孔孔(8*4)(8*4)5 54 46 66 66 68 86 66 68 82 23 32 23 34 43 35 56 64 40000000000000000001001001001001001001001001001001001001001001001001001001.5
15、1.51.51.51.51.52220.330.330.330.330.330.330.330.330.331.480.9151.481.481.481.721.481.481.720.760.640.880.880.881.120.880.881.120.40.520.40.520.640.520.760.880.641.10.981.10.980.860.981.241.121.361.641.641.641.641.641.641.971.971.972.96252.1152.96252.96252.96253.32254.284.284.762.65851.78222.61052.50
16、492.39932.74013.61123.50564.04320.3040.33280.3520.45760.56320.58240.66880.77440.71680000000000000000000000000000000000000000000000.272750.301550.320750.426350.531950.551150.637550.743150.68555000000000双壁波纹管双壁波纹管4 48 82 23 34 46 66 64848孔孔(8*6)(8*6)小小计计2 2孔孔(2*1)(2*1)3 3孔孔(3*1)(3*1)4 4孔孔(2*2)(2*2)6 6
17、孔孔(3*2)(3*2)6 6孔孔(6*1)(6*1)8 8横横2 23 32 23 36 66 6竖竖1 11 12 22 21 11000385100000002.1070.20000100100管管径径909090909090909090902挖沟深1.51.51.51.51.50.33系数0.330.330.330.330.331.72沟底宽0.650.760.650.761.481.12管道宽0.410.520.40.520.880.88管道高0.2850.280.40.40.281.12管道顶部距地面高度1.2151.221.11.11.221.97每米开路面1.641.641.6
18、41.641.644.76挖方单量1.71751.88251.71751.88252.96253.7744回填单量1.600651.73691.55751.67452.71610.9856倒运单量0.116850.14560.160.2080.24640开路面16400000692.7525挖方量171.7500000618.4372回填量160.0650000074.3153倒运11.68500000八立型基础00四平型(A)基础0三立型基础00二立型基础191一平型基础00194一立型基础10000.95435包封单量0.08560.114350.128750.176750.2151506
19、2.28405包封总量8.56000000.33开路面0.3300008 89 91 10 01 12 21 12 21 18 82 24 42 24 43 30 08 8孔孔(4*2)(4*2)9 9孔孔(3*3)(3*3)1010孔孔(5*2)(5*2)1212孔孔(4*3)(4*3)1212孔孔(6*2)(6*2)1818孔孔(6*3)(6*3)2424孔孔(6*4)(6*4)2424孔孔(8*3)(8*3)3030孔孔(6*5)(6*5)4 43 35 54 46 66 66 68 86 62 23 32 23 32 23 34 43 35 5000000000000000000909
20、0909090909090909090909090909090901.51.51.51.51.51.51.51.520.330.330.330.330.330.330.330.330.330.9150.761.480.9151.481.481.481.721.480.640.520.760.640.880.880.881.120.880.40.520.40.520.40.520.640.520.761.10.981.10.981.10.980.860.981.241.641.641.641.641.641.641.641.641.972.1151.88252.96252.1152.96252.
21、96252.96253.32254.281.8591.61212.65851.78222.61052.50492.39932.74013.61120.2560.27040.3040.33280.3520.45760.56320.58240.66880000000000000000000000000000000000000000000000.224750.239150.272750.301550.320750.426350.531950.551150.63755000000000双壁波纹管3 36 63 36 64 48 83636孔孔(6*6)(6*6)3636孔孔(8*4)(8*4)4848
22、孔孔(8*6)(8*6)小小计计6 68 88 86 64 46 60001000000.29090909090902220.330.330.331.481.721.720.881.121.120.880.640.881.121.361.121.971.971.974.284.764.763.50564.04323.77440.77440.71680.9856000000171.75000160.06500011.685000000001000.743150.685550.954350008.5600.3300001002346682孔钢(2*1) 3孔钢(3*1) 4孔钢(2*2) 6孔钢(
23、3*2) 6孔钢(6*1) 8孔钢(4*2)6161000000.12200000管管径径100100100100100100100100100100100100挖沟深1.21.21.21.51.21.5沟顶宽1.3521.4821.3521.682.1721.81沟底宽0.560.690.560.691.380.82管道宽0.260.390.260.390.780.52管道高0.130.130.260.260.130.26管道顶部距地面高度1.071.070.941.241.071.24挖土方每米1.751.751.751.751.751.75开路面宽1.751.751.751.751.75
24、1.75挖方单量1.14721.30321.14721.77752.13121.9725回填单量1.11341.25251.07961.67612.02981.8373倒运单量0.03380.05070.06760.10140.10140.1352开路面82.47290.4020000挖方量69.979279.49520000回填量67.917476.40250000倒运2.06183.09270000八立型基础四平型(A)基础三立型基础二立型基础一平型基础一立型基础包封单量0.04160.0520.06240.07280.08320.0832包封总量0.04160.0520.06240.07
25、280.08320.0832开路面1.352910121218242430369孔钢(3*3)10孔钢(5*2)12孔钢(4*3)12孔钢(6*2)18孔钢(6*3)24孔钢(6*4)24孔钢(8*3)30孔钢(6*5)36孔钢(6*6)0000000000000000001001001001001001001001001001001001001001001001001001001.51.51.51.51.51.51.51.51.51.682.241.812.372.372.372.632.372.370.691.250.821.381.381.381.641.381.380.390.650.
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- 管道 开挖 土方 计算 公式
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