管道土方工程量计算表
路基土石方数量计算表(挖方分段统计)【工程量计算表(路基、路面、排水)】
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所
监理单位:江西交通建设工程监理所。
土建工程量计算表格模板
参照节点5 <A-5><C-A,A-B>轴(西跨) <A-1,A-1(x,2500)><A-F>轴参照节点6
<A-5><C-A,A-B>轴(东跨) <A-1><A-C,C-D>轴(东跨) <C-2><C-A,C-B>轴
第9页 /共32页
工程名称:XXX 序号 定额编号
工 程 量（决 算）计 算 表
0
#NAME?
0
计算式
计算结果 #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
#NAME? #NAME? #NAME?
位置
第8页 /共32页
工 程 量（决 算）计 算 表
工程名称:XXX 序号 定额编号
分部分项工程
数量 单位
计算式
计算结果
位置
第2页 /共32页
工程名称:XXX 序号 定额编号
分部分项工程
2
独立基础C10砼垫层
工 程 量（决 算）计 算 表
数量 J13 #NAME? J14 #NAME? J15 #NAME? LJ1 #NAME? LJ2 #NAME? LJ3 #NAME? LJ4 #NAME? LJ5 #NAME? LJ6 #NAME? LJ7 #NAME? LJ8 #NAME?
0
KL105 #NAME?
0
DL123 #NAME?
0
KL104 #NAME?
0
KL103 #NAME?
0
DL132 #NAME?
0
DL118 #NAME?
0
工程量计算表
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
方案工程量计算表格
方案工程量计算表格项目名称：xxx项目项目地点：xxx地区项目负责人：xxx序号工程项目工程量计算规则计量单位工程量备注1 土方开挖按照工程地平类型、开挖深度及土壤性质进行计算立方米（m³）xxx xxx2 基础施工按照基础类型、尺寸及深度进行计算平方米（m²）xxx xxx3 钢筋混凝土结构按照结构类型、构件尺寸及数量进行计算吨（t）xxx xxx4 钢结构安装按照结构类型、构件尺寸及数量进行计算吨（t） xxx xxx5 地面铺装按照铺装类型、面积及厚度进行计算平方米（m²）xxx xxx6 墙体砌筑按照墙体类型、砌筑高度及长度进行计算平方米（m²） xxx xxx7 屋面防水按照防水材料类型、面积及涂布层厚度进行计算平方米（m²）xxx xxx8 门窗安装按照门窗类型、尺寸及数量进行计算扇（个） xxx xxx9 空调安装按照空调类型及数量进行计算台（台） xxx xxx10 电气安装按照电气设备类型、数量及长度进行计算米（m） xxx xxx11 综合布线按照布线类型、数量及长度进行计算米（m） xxx xxx12 管道安装按照管道类型、管径及长度进行计算米（m） xxx xxx13 消防安装按照消防设备类型及数量进行计算个（个） xxx xxx14 景观绿化按照绿化类型、面积及树种数量进行计算平方米（m²） xxx xxx15 安全设施按照设施类型及数量进行计算个（个） xxx xxx16 其他工程量根据具体情况进行计算视情况而定 xxx xxx 工程量计算说明：1. 土方开挖：包括基坑开挖、场地平整和土壤台阶等土方工程；2. 基础施工：包括地基处理、基础浇筑和基础验收等工作；3. 钢筋混凝土结构：包括柱子、梁、楼板等混凝土构件的施工；4. 钢结构安装：包括钢柱、钢梁、钢板等钢结构构件的安装；5. 地面铺装：包括道路、广场等场地的铺装工程；6. 墙体砌筑：包括内墙、外墙的砌筑及砌筑墙体的加固工程；7. 屋面防水：包括屋面的防水材料铺设及翻边等防水工程；8. 门窗安装：包括门窗的安装及密封检验等工作；9. 空调安装：包括空调设备的安装、管道连接及空调系统调试等工程量；10. 电气安装：包括电线、插座、开关、照明设备等电气设施的安装；11. 综合布线：包括计算机网络线、电话线、电视线等布线工程；12. 管道安装：包括水管、煤气回收管、通风管道等管道的安装及检验；13. 消防安装：包括消防栓、灭火器、喷淋系统等设施的安装；14. 景观绿化：包括草坪、花园、园林景观等绿化工程；15. 安全设施：包括防护栏杆、灭火器、应急通道等安全设施的安装；16. 其他工程量：根据具体项目情况进行工程量的补充和调整。
直埋管道挖沟、回填砂、回填土计算表
445.18 121.64 32.99 7.88 2452.52 743.60 127.60 65.02 9.41 4.67 126.27 44.18 344.90 114.91 579.20 183.98 593.74 180.06 1781.12 592.82 8.19 5.67 422.03 143.75 532.02 173.12 962.25 322.53 6.25 4.63 66.18 25.28 72.43 29.90 15556.97 5038.73
第 1 页，共 2 页
直埋热水管道挖管沟土方、回填砂、土速算表(05N14-P13)无地下水
管道外径 159 159 219 219 219 219 219 219 273 273 273 377 377 公称直径 DN 150 150 200 200 200 200 200 200 250 250 250 350 350 外套管 D 250 250 315 315 315 315 315 315 365 365 365 500 500 沟底宽 管沟长度 (>700)以 后增加高 L (m) 度(m) 950 166.5 950 10.78 1050.41 1080 105.49 1080 7.58 1080 50.67 1080 131.78 1080 211 1080 206.5 713.02 1180 8.17 1180 145.78 1180 175.57 329.52 1450 5.07 1450 19.19 24.26 合 计(m3) 管沟度 H(m) 1.55 1.70 1.12 1.15 1.40 1.45 1.50 1.55 0.85 1.50 1.55 0.85 1.55 放坡系数 挖地槽土 K 方(m3) 0.50 0.50 0.00 0.00 0.50 0.50 0.50 0.50 0.00 0.50 0.50 0.00 0.50 回填砂 (m3) 回填土 (m3) 307.19 24.05 1605.80 46.14 3.56 74.19 209.46 362.33 381.50 1077.17 0.82 247.78 322.16 570.76 -0.37 33.37 33.00 9864.95
管道土方及管道计算表格
井室名称 井室内径m
数量 （座） 井室深m
圆井1＃ 圆井2＃ 圆井3＃
1
0
2
1.2
0
2.1
1.2
0
1.7
方形井 井室长m 井室宽m
方井1＃
2
2
0
2
方井2＃
2
2
0
2
方井3＃
2
2
0
2
土方合计
放坡系数表
机械挖土
土方类别
放坡起点 深度(m)
人工挖 土 在坑内作
在坑外作
一、二类
业
业
土
1.2 0.5
0.33
0.75
0.0
0.0
19～
20
365
0.0
0.0
20～
21
365
0.0
0.0
21～
22
365
0.0
0.0
22～
23
365
0.0
0.0
23～
24
365
0.0
0.0
合计
0.0
0.0
机械 挖掘机挖土不装车90%
挖土 挖掘机挖土装车
加管 人工清槽挖土（市政）10%
道接 人工挖探槽（探槽宽0.5）
口
无探槽时并入挖掘机挖土不装车
1.28
1.28
1.28
砂垫层厚
0.2
0.2
0.2
0.2
沟上口宽 2.7808
2.7808
2.7808
2.7808
放坡系数
0.268
0.268
0.268
0.268
管沟深
2.8
市政道路土方EXCEL计算表(含公式)
9.9775
0
9 K0+ 160
99.09 97.71 -1.38 3.5 3.5
7
20 2.876
6.6275
0
10 K0+ 180
99.13 99.42
0.29 3.5 3.5
7
20 0.158 4.627 1.517 2.3135
11 K0+ 200
99.18 99.13 -0.05 3.5 3.5
2.35 3.5 3.5
7
20 39.083
45.621
0
40 K0+ 780
95.2 96.51 1.31 3.5 3.5 7 20 28.57
33.8265
0
41 K0+ 800 95.57 96.51 0.94 3.5 3.5 7 20 22.676
25.623
0
42 K0+ 820 95.77 96.51 0.74 3.5 3.5 7 20 23.12
1.78 3.5 3.5
7
20 9.045 3.704 13.5555 1.852
74 K1+ 440 96.06
96.6
0.54 3.5 3.5
7
20 0.902 11.132 4.9735 7.418
75 K1+ 460
94.42 69.62 -24.8 3.5 3.5
7
20 12.665 3.322 6.7835 7.227
13.8335
0
31 K0+ 580
94.5 96.51 2.01 3.5 3.5 7 20 41.056
28.911
0
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
给水管道工程量计算表
给水管道每m土石方工程量计算式一、DN600管 每m工程量1、凿除（恢复）车行道砼路面C35厚25cm、弃运20KmA=4.05m2；2、凿除（恢复）车行道砼路面6%水泥石粉层厚40cm、弃运20KmA=3.71m2；3、机械挖沟槽土（石）方、弃运20KmV=(1.3+3.18)/2×(2.05-0.25-0.40)=3.14m3；4、需要恢复砼路面段回填中粗砂回填中粗砂=总挖方-路面恢复量-管材体积(1)、总挖方： V=(4.05+1.3)/2×2.05=5.48m3；(2)、路面恢复：V=(4.05+3.18)/2×0.65=2.35m3；(3)、管材体积：V=π×0.6×0.6/4=0.28m3；(4)、中粗砂： V=5.48-2.35-0.28=2.85m3。
4、不需恢复砼路面段回填中粗砂回填中粗砂=总挖方-管材体积V=5.48-0.28=5.20m3。
二、DN300管 每m工程量(一)、车行道上1、凿除(恢复)车行道砼路面C35厚25cm、弃运20KmA=2.45m2；2、凿除(恢复)车行道砼路面6%水泥石粉层厚40cm、弃运20KmA=2.14m2；3、机械挖沟槽土（石）方、弃运20KmV=(0.8+1.61)/2×0.6=0.72m3；4、需要恢复砼路面段回填中粗砂回填中粗砂=总挖方-路面恢复量-管材体积(1)、总挖方： V=(2.45+0.8)/2×1.25=2.03m3；(2)、路面恢复：V=(2.45+1.61)/2×0.65=1.32m3；(3)、管材体积：V=π×0.3×0.3/4=0.07m3；(4)、中粗砂： V=2.03-1.32-0.07=0.64m3。
5、不需恢复砼路面段回填中粗砂回填中粗砂=总挖方-管材体积V=2.03-0.07=1.96m3。
计算: 复核: 现场代表:给水管道每m土石方工程量计算式（二）、人行道上1、拆除人行道板块（含水泥砂浆）厚10cm、弃运20KmA=2.14m2；2、凿除(恢复)车行道砼路面6%水泥石粉层厚15cm、弃运20KmA=2.01m2；3、机械挖沟槽土（石）方、弃运20KmV=(0.8+1.81)/2×0.75=0.98m3；4、回填中粗砂回填中粗砂=总挖方-管材体积(1)、总挖方： V=(2.14+0.8)/2×1=1.47m3；(2)、管材体积：V=π×0.3×0.3/4=0.07m3；(3)、回填中粗砂=总挖方-管材体积V=1.47-0.07=1.40m3。
管道开挖回填基础工程量计算表
A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 90o 扇形面积90o 扇形中三角形面积270o 扇形面积0.60.060.50.10.1050.33 1.72 2.26120.82 1.630.1017360.06480.3052080.330.900.70.070.50.150.1230.33 1.84 2.49340.99 2.150.1384740.08820.4154220.48 1.110.80.080.50.150.1410.33 1.96 2.6926 1.11 2.580.1808640.11520.5425920.53 1.330.90.090.50.20.1580.33 2.08 2.9248 1.28 3.200.2289060.14580.6867180.70 1.5810.10.50.20.1760.33 2.2 3.124 1.4 3.730.28260.180.84780.77 1.831.10.110.60.20.1930.33 2.52 3.5232 1.52 4.590.3419460.2178 1.0258380.92 2.311.20.120.60.250.2110.33 2.64 3.7554 1.69 5.400.4069440.2592 1.220832 1.14 2.641.350.1350.60.250.2370.33 2.824.0542 1.87 6.430.51503850.32805 1.5451155 1.26 3.101.50.150.60.30.2640.333 4.386 2.17.760.635850.405 1.90755 1.57 3.651.650.1650.80.30.290.33 3.58 5.0848 2.289.880.76937850.49005 2.3081355 1.95 4.851.80.180.80.30.3160.33 3.765.3836 2.4611.250.9156240.5832 2.746872 2.11 5.4820.20.80.30.3510.334 5.782 2.713.21 1.13040.72 3.3912 2.336.352.20.220.80.30.3870.33 4.24 6.1804 2.9415.32 1.3677840.8712 4.103352 2.577.272.40.230.80.30.4190.33 4.46 6.5456 3.1617.39 1.6052465 1.02245 4.8157395 2.798.172.60.2350.80.30.450.33 4.67 6.8942 3.3719.49 1.849636625 1.1781125 5.548909875 3.029.072.80.2550.80.30.850.334.917.29263.6122.032.1501346251.36951256.4504038755.308.12c2放坡系数管道断面积基础工程量基础上表面回填至管顶工程量06MS201-190o 砂石基础钢筋混凝土管（8）每m 工程量开挖至管顶土石方工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)a c1管基尺寸(m)30.2750.80.30.520.335.157.6913.8524.722.4732406251.57531257.419721875 3.5511.28A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 120o 扇形面积120o 扇形中三角形面积240o 扇形面积0.40.040.40.10.120.33 1.28 1.66280.580.850.0602880.02494080.1205760.260.410.50.050.40.10.150.33 1.4 1.8620.7 1.140.09420.038970.18840.320.540.60.060.50.10.180.33 1.72 2.26120.82 1.630.1356480.05611680.2712960.430.800.70.070.50.150.210.33 1.84 2.49340.99 2.150.1846320.07638120.3692640.600.990.80.080.50.150.240.33 1.96 2.6926 1.11 2.580.2411520.09976320.4823040.67 1.190.90.090.50.20.270.33 2.08 2.9248 1.28 3.200.3052080.12626280.6104160.87 1.4210.10.50.20.30.33 2.2 3.124 1.4 3.730.37680.155880.75360.96 1.631.10.110.60.20.330.33 2.52 3.5232 1.52 4.590.4559280.18861480.911856 1.16 2.061.20.120.60.250.360.33 2.64 3.7554 1.69 5.400.5425920.2244672 1.085184 1.42 2.361.350.1350.60.250.4050.33 2.824.0542 1.87 6.430.6867180.2840913 1.373436 1.59 2.781.50.150.60.30.450.333 4.386 2.17.760.84780.35073 1.6956 1.94 3.271.650.1650.80.30.4950.33 3.585.0848 2.289.88 1.0258380.4243833 2.051676 2.45 4.351.80.180.80.30.540.33 3.765.3836 2.4611.25 1.2208320.5050512 2.441664 2.68 4.9120.20.80.30.60.334 5.782 2.713.21 1.50720.62352 3.0144 2.98 5.702.20.220.80.30.660.33 4.246.1804 2.9415.32 1.8237120.7544592 3.647424 3.31 6.542.40.230.80.30.7150.33 4.46 6.5456 3.1617.39 2.1403286670.8854417 4.280657333 3.617.362.60.2350.80.30.7680.334.676.89423.3719.492.4661821671.019580774.9323643333.928.1706MS201-1120o 砂石基础钢筋混凝土管（9）c2开挖至管顶土石方工程量管道断面积图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)放坡系数每m 工程量a c1基础工程量回填至管顶工程量2.80.2550.80.30.8280.33 4.917.29263.6122.03 2.866846167 1.18528121 5.7336923334.289.1530.2750.80.30.8880.335.157.6913.8524.723.2976541671.363452056.5953083334.6510.18A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 150o 扇形面积150o 扇形中三角形面积210o 扇形面积0.30.030.40.10.1330.33 1.16 1.46360.460.600.042390.008172360.0593460.250.250.40.040.40.10.1780.33 1.28 1.66280.580.850.075360.014374080.1055040.320.350.50.050.40.10.2220.33 1.4 1.8620.7 1.140.117750.02260440.164850.390.470.60.060.50.10.2670.33 1.72 2.26120.82 1.630.169560.032341680.2373840.540.690.70.070.50.150.3110.33 1.84 2.49340.99 2.150.230790.044223480.3231060.730.860.80.080.50.150.3560.33 1.96 2.6926 1.11 2.580.301440.057496320.4220160.83 1.030.90.090.50.20.40.33 2.08 2.9248 1.28 3.200.381510.07302960.534114 1.06 1.2310.10.50.20.4450.33 2.2 3.124 1.4 3.730.4710.0898380.6594 1.18 1.421.10.110.60.20.4890.33 2.52 3.5232 1.52 4.590.569910.109022760.797874 1.43 1.791.20.120.60.20.5340.33 2.64 3.7224 1.64 5.220.678240.129366720.949536 1.57 2.021.350.1350.60.250.60.33 2.824.0542 1.87 6.430.85839750.1643166 1.2017565 1.94 2.431.50.150.60.30.6670.333 4.386 2.17.76 1.059750.2025702 1.48365 2.35 2.861.650.1650.80.30.7340.33 3.585.0848 2.289.88 1.28229750.24482304 1.7952165 3.02 3.781.80.180.80.30.80.33 3.765.3836 2.4611.25 1.526040.2921184 2.136456 3.30 4.2820.20.80.30.8890.334 5.782 2.713.21 1.8840.3605112 2.6376 3.70 4.992.20.220.80.30.9780.33 4.246.1804 2.9415.32 2.279640.43609104 3.191496 4.11 5.732.40.230.80.31.060.334.466.54563.1617.392.6754108330.51111063.7455751674.516.4606MS201-1150o 砂石基础钢筋混凝土管（10）c2基础工程量回填至管顶工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)放坡系数每m 工程量开挖至管顶土石方工程量管道断面积a c12.60.2350.80.3 1.1380.33 4.67 6.89423.3719.49 3.0827277080.588675574.315818792 4.907.182.80.2550.80.3 1.2270.33 4.917.2926 3.6122.03 3.5835577080.684256445.016980792 5.378.0630.2750.80.31.3160.335.157.6913.8524.724.1220677080.787024355.7708947925.858.98A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 180o 扇形面积180o 扇形面积0.20.030.40.10.130.33 1.06 1.29760.360.420.0265330.0265330.230.140.30.030.40.10.180.33 1.16 1.46360.460.600.0508680.0508680.300.200.40.040.40.10.240.33 1.28 1.66280.580.850.0904320.0904320.380.290.50.050.40.10.30.33 1.4 1.8620.7 1.140.14130.14130.470.390.60.060.50.10.360.33 1.72 2.26120.82 1.630.2034720.2034720.660.570.70.070.50.150.420.33 1.84 2.49340.99 2.150.2769480.2769480.880.710.80.080.50.150.480.33 1.96 2.6926 1.11 2.580.3617280.361728 1.000.850.90.090.50.20.540.33 2.08 2.9248 1.28 3.200.4578120.457812 1.26 1.0310.10.50.20.60.33 2.2 3.124 1.4 3.730.56520.5652 1.41 1.191.10.110.60.20.660.33 2.52 3.5232 1.52 4.590.6838920.683892 1.73 1.501.20.120.60.250.720.33 2.64 3.7554 1.69 5.400.8138880.813888 2.06 1.721.350.1350.60.250.810.33 2.824.0542 1.87 6.43 1.030077 1.030077 2.33 2.041.50.150.60.30.90.333 4.386 2.17.76 1.2717 1.2717 2.80 2.411.650.1650.80.30.990.33 3.585.0848 2.289.88 1.538757 1.538757 3.63 3.171.80.180.80.3 1.080.33 3.765.3836 2.4611.25 1.831248 1.831248 3.99 3.6020.20.80.3 1.20.334 5.782 2.713.21 2.2608 2.2608 4.48 4.202.20.220.80.31.320.334.246.18042.9415.322.7355682.7355685.004.85图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)放坡系数每m 工程量a c1回填至管顶工程量c2开挖至管顶土石方工程量管道断面积基础工程量06MS201-1180o 砂石基础钢筋混凝土管（11）2.40.230.80.3 1.430.33 4.46 6.54563.1617.39 3.210493 3.210493 5.49 5.472.60.2350.80.3 1.5350.334.67 6.8942 3.3719.49 3.69927325 3.699273255.986.112.80.2550.80.3 1.6550.33 4.917.2926 3.6122.03 4.30026925 4.30026925 6.56 6.8730.2750.80.31.7750.335.157.6913.8524.724.946481254.946481257.167.67A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V90o 扇形面积90o 扇形中三角形面积270o 扇形面积0.60.0550.50.110.1040.331.712.25120.821.620.0989296250.06301250.2967888750.350.880.70.0550.50.110.1190.33 1.81 2.41720.92 1.940.1287596250.08201250.3862788750.39 1.040.80.060.50.120.1350.33 1.92 2.6064 1.04 2.350.1661060.10580.4983180.45 1.240.90.0650.50.130.1510.332.032.79561.162.800.2082016250.13261250.6246048750.521.4510.070.50.140.1670.33 2.14 2.9848 1.28 3.280.25504650.162450.76513950.60 1.661.20.080.60.160.1990.332.563.56321.524.650.3629840.23121.0889520.832.371.40.090.60.180.2310.332.783.9416 1.765.920.48991850.31205 1.4697555 1.02 2.931.60.10.80.20.2640.33 3.4 4.7228.120.635850.405 1.90755 1.42 4.161.80.1150.80.230.2970.333.635.12162.269.890.8087266250.51511252.4261798751.714.9420.130.80.260.3310.33 3.86 5.5232 2.5211.82 1.00236650.63845 3.0070995 2.03 5.78基础工程量回填至管顶工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积06MS201-190o 砂石基础预应力混凝土管（12）A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V120o 扇形面积120o 扇形中三角形面积240o 扇形面积0.40.050.40.10.1250.331.31.6960.60.900.0654166670.02706250.1308333330.270.430.50.050.40.10.150.33 1.4 1.8620.7 1.140.09420.038970.18840.320.540.60.0550.50.110.1780.33 1.71 2.25120.82 1.620.1319061670.054415110.2638123330.440.790.70.0550.50.110.2030.331.812.41720.921.940.17167950.070847460.3433590.500.930.80.060.50.120.230.33 1.92 2.6064 1.04 2.350.2214746670.09162280.4429493330.58 1.110.90.0650.50.130.2580.33 2.03 2.7956 1.16 2.800.2776021670.114619430.5552043330.67 1.2910.070.50.140.2850.332.142.98481.283.280.3400620.14068170.6801240.771.491.20.080.60.160.340.332.563.5632 1.524.650.4839786670.20021920.967957333 1.08 2.121.40.090.60.180.3950.332.783.94161.765.920.6532246670.27023531.3064493331.322.631.60.10.80.20.450.33 3.4 4.7228.120.84780.35073 1.6956 1.85 3.72管壁厚t(m)06MS201-1120o 砂石基础预应力混凝土管（13）管基尺寸(m)放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量图籍编号及名称(页码）管内径D(m)1.80.1150.80.230.5080.333.635.12162.269.891.0783021670.445647932.1566043332.234.4320.130.80.260.5650.33 3.86 5.5232 2.5211.82 1.3364886670.5528977 2.672977333 2.63 5.19A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V180o 扇形面积180o 扇形面积0.40.050.40.10.250.331.31.6960.60.900.0981250.0981250.400.310.50.050.40.10.30.33 1.4 1.8620.7 1.140.14130.14130.470.390.60.0550.50.110.3550.33 1.71 2.25120.82 1.620.197859250.197859250.670.560.70.0550.50.110.4050.331.812.41720.921.940.257519250.257519250.760.670.80.060.50.120.460.33 1.92 2.6064 1.04 2.350.3322120.3322120.890.800.90.0650.50.130.5150.332.032.79561.162.800.416403250.416403251.030.9410.070.50.140.570.33 2.14 2.9848 1.28 3.280.5100930.510093 1.18 1.081.20.080.60.160.680.332.563.5632 1.524.650.7259680.725968 1.66 1.541.40.090.60.180.790.332.783.94161.765.920.9798370.9798372.031.9306MS201-1180o 砂石基础预应力混凝土管（14）放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)标准图籍相关工程量计算表1.60.10.80.20.90.333.44.7228.121.27171.27172.872.711.80.1150.80.23 1.0150.33 3.63 5.12162.269.89 1.61745325 1.617453253.41 3.2420.130.80.261.130.333.865.52322.5211.822.0047332.0047334.003.82A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V120o 扇形面积120o 扇形中三角形面积240o 扇形面积0.60.0550.10.10.1780.330.91 1.44460.810.950.1319061670.054415110.2638123330.1750.380.70.060.10.10.2050.33 1.02 1.62720.92 1.220.1759446670.07278730.3518893330.2080.480.80.070.1050.1050.2350.33 1.15 1.8397 1.045 1.560.2312086670.09564970.4624173330.2550.610.90.0750.1130.1130.2630.33 1.276 2.04358 1.163 1.930.28848750.11911830.5769750.3100.7510.0850.1280.1280.2930.33 1.426 2.28268 1.298 2.410.35819550.147930120.7163910.3900.941.10.0950.1430.1430.3230.33 1.576 2.52178 1.433 2.940.43543950.179859540.8708790.479 1.151.20.10.150.150.350.33 1.7 2.723 1.55 3.430.5128666670.21217 1.025*******.549 1.341.350.1150.1730.1730.3950.33 1.926 3.08298 1.753 4.390.6532246670.2702353 1.3064493330.711 1.721.50.1250.1880.1880.4380.33 2.126 3.40508 1.938 5.360.8013541670.33113675 1.6027083330.861 2.091.650.140.210.210.4830.332.353.76242.146.540.9746821670.402802581.9493643331.0572.56c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量（14）图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)放坡系数每m 工程量a c106MS201-1120o 混凝土基础钢筋混凝土管（16）标准图籍相关工程量计算表1.80.150.2250.2250.5250.332.55 4.0845 2.3257.71 1.153950.4773825 2.3079 1.2363.0120.170.2550.2550.5850.33 2.854.5627 2.5959.62 1.4327820.5927337 2.865564 1.554 3.772.20.1850.2780.2780.6430.33 3.1265.00568 2.84811.58 1.7282821670.714424023.456564333 1.8654.532.40.20.30.30.70.33 3.45.446 3.113.71 2.0514666670.84868 4.102933333 2.197 5.362.60.220.330.330.760.33 3.7 5.9242 3.3716.22 2.418218667 1.0004032 4.8364373332.615 6.352.80.2350.3530.3530.8180.333.976 6.36718 3.62318.74 2.7979755 1.15679847 5.595951 3.0157.3330.250.3750.3750.8750.334.256.80753.87521.423.2054166671.32606256.4108333333.4338.37A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 120o 扇形面积120o 扇形中三角形面积240o 扇形面积0.60.060.10.10.180.330.92 1.46120.820.980.1356480.05611680.2712960.1780.390.70.070.1050.1050.210.33 1.05 1.67370.945 1.290.1846320.07638120.3692640.2220.510.80.080.120.120.240.33 1.2 1.9128 1.08 1.680.2411520.09976320.4823040.2910.670.90.090.1350.1350.270.33 1.35 2.1519 1.215 2.130.3052080.12626280.6104160.3680.8410.10.150.150.30.33 1.5 2.391 1.35 2.630.37680.155880.75360.454 1.041.10.110.1650.1650.330.33 1.65 2.6301 1.485 3.180.4559280.18861480.9118560.549 1.261.20.120.180.180.360.33 1.8 2.8692 1.62 3.780.5425920.2244672 1.0851840.654 1.501.350.1350.2030.2030.4050.33 2.026 3.22918 1.823 4.790.6867180.2840913 1.3734360.829 1.901.50.150.2250.2250.450.33 2.25 3.5865 2.025 5.910.84780.35073 1.6956 1.022 2.341.650.1650.2480.2480.4950.332.4763.946482.2287.151.0258380.42438332.0516761.2382.8406MS201-1120o 混凝土基础钢筋混凝土管（17）放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量管壁厚t(m)管基尺寸(m)120o 混凝土基础钢筋混凝土管（16）图籍编号及名称(页码）管内径D(m)标准图籍相关工程量计算表1.80.180.270.270.540.332.7 4.3038 2.438.51 1.2208320.5050512 2.441664 1.4713.3820.20.30.30.60.3334.782 2.710.51 1.50720.62352 3.0144 1.816 4.172.20.220.330.330.660.33 3.35.2602 2.9712.71 1.8237120.7544592 3.647424 2.198 5.042.40.230.3450.3450.7150.33 3.55 5.6653 3.20514.77 2.1403286670.8854417 4.280657333 2.508 5.842.60.2350.3530.3530.7680.33 3.7766.03518 3.42316.79 2.466182167 1.01958077 4.932364333 2.786 6.612.80.2550.3830.3830.8280.33 4.076 6.51338 3.69319.55 2.866846167 1.18528121 5.733692333 3.2547.7030.2750.4130.4130.8880.334.3766.991583.96322.523.2976541671.363452056.5953083333.7598.87A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 180o 扇形面积180o 扇形面积0.60.0550.110.110.3550.330.93 1.47120.820.980.197859250.197859250.2350.350.70.060.120.120.410.33 1.06 1.68040.94 1.290.2639170.2639170.2980.460.80.070.140.140.470.33 1.22 1.9328 1.08 1.700.3468130.3468130.3970.610.90.0750.150.150.5250.33 1.35 2.142 1.2 2.100.432731250.432731250.4790.7510.0850.170.170.5850.33 1.51 2.3944 1.34 2.620.537293250.537293250.6030.941.10.0950.190.190.6450.33 1.67 2.6468 1.48 3.190.653159250.653159250.741 1.151.20.10.20.20.70.33 1.8 2.856 1.6 3.720.76930.76930.851 1.341.350.1150.230.230.790.33 2.04 3.2346 1.814.770.9798370.979837 1.101 1.711.50.1250.250.250.8750.332.253.5725.821.202031251.202031251.3292.09管基尺寸(m)放坡系数每m 工程量a c1回填至管顶工程量c2开挖至管顶土石方工程量管道断面积基础工程量120o 混凝土基础钢筋混凝土管（17）图籍编号及名称(页码）管内径D(m)管壁厚t(m)06MS201-1180o 混凝土基础钢筋混凝土管（18）标准图籍相关工程量计算表1.650.140.280.280.9650.332.493.9486 2.217.11 1.46202325 1.46202325 1.638 2.551.80.150.30.3 1.050.33 2.74.284 2.48.38 1.730925 1.730925 1.914 3.0020.170.340.34 1.170.33 3.02 4.7888 2.6810.46 2.149173 2.149173 2.411 3.752.20.1850.370.37 1.2850.33 3.315.2504 2.9412.58 2.592423252.592423252.886 4.512.40.20.40.4 1.40.333.6 5.712 3.214.90 3.0772 3.0772 3.4035.342.60.220.440.44 1.520.33 3.926.2168 3.4817.64 3.627328 3.627328 4.056 6.332.80.2350.470.47 1.6350.33 4.21 6.6784 3.7420.36 4.19696325 4.19696325 4.6657.3030.250.50.51.750.334.57.14423.284.8081254.8081255.3178.35A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 180o 扇形面积180o 扇形面积0.60.060.120.120.360.330.96 1.51440.84 1.040.2034720.2034720.2570.370.70.070.140.140.420.33 1.12 1.76680.98 1.410.2769480.2769480.3500.510.80.080.160.160.480.33 1.28 2.0192 1.12 1.850.3617280.3617280.4570.670.90.090.180.180.540.33 1.44 2.2716 1.26 2.340.4578120.4578120.5790.8410.10.20.20.60.33 1.6 2.524 1.4 2.890.56520.56520.715 1.041.10.110.220.220.660.33 1.76 2.7764 1.54 3.490.6838920.6838920.865 1.261.20.120.240.240.720.33 1.92 3.0288 1.68 4.160.8138880.813888 1.029 1.501.350.1350.270.270.810.332.163.40741.895.261.0300771.0300771.3031.9006MS201-1180o 混凝土基础钢筋混凝土管管基尺寸(m)放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)180o 混凝土基础钢筋混凝土管（18）回填至管顶工程量标准图籍相关工程量计算表1.50.150.30.30.90.332.43.786 2.1 6.50 1.2717 1.2717 1.608 2.341.650.1650.330.330.990.33 2.644.1646 2.317.86 1.538757 1.538757 1.946 2.841.80.180.360.36 1.080.33 2.88 4.5432 2.529.35 1.831248 1.831248 2.316 3.3720.20.40.4 1.20.33 3.25.048 2.811.55 2.2608 2.2608 2.859 4.172.20.220.440.44 1.320.33 3.52 5.5528 3.0813.97 2.735568 2.735568 3.460 5.042.40.230.460.46 1.430.33 3.78 5.9712 3.3216.19 3.210493 3.210493 3.934 5.832.60.2350.470.47 1.5350.33 4.01 6.3464 3.5418.33 3.69927325 3.69927325 4.341 6.592.80.2550.510.51 1.6550.33 4.33 6.8512 3.8221.36 4.30026925 4.30026925 5.0747.6830.2750.550.551.7750.334.657.3564.124.614.946481254.946481255.8658.85A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V90o 扇形面积90o 扇形中三角形面积270o 扇形面积0.150.0250.080.080.0290.330.360.54480.280.130.007850.0050.023550.0360.060.20.0270.080.080.0370.330.4140.634440.3340.180.0126612650.00806450.0379837950.0440.080.250.0330.080.080.0460.330.4760.737360.3960.240.019596740.0124820.058790220.0530.110.30.040.080.080.0560.330.540.84360.460.320.02833850.018050.08501550.0630.140.350.0450.090.090.0640.330.620.96980.530.420.0379940.02420.1139820.0820.190.40.0470.10.10.0720.330.6941.086040.5940.530.0478920650.03050450.1436761950.1020.24180o 混凝土基础钢筋混凝土管（19）图籍编号及名称(页码）管内径D(m)管道断面积基础工程量回填至管顶工程量管壁厚t(m)管基尺寸(m)06MS201-190o 混凝土基础混凝土管（20）放坡系数每m 工程量a c1c2开挖至管顶土石方工程量标准图籍相关工程量计算表0.450.050.10.10.0810.330.75 1.1790.650.630.0593656250.03781250.1780968750.1140.280.50.0550.110.110.0890.330.83 1.30520.720.770.0730246250.04651250.2190738750.1390.340.60.0650.130.130.1070.330.991.55760.861.100.1045816250.06661250.3137448750.1970.48A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 120o 扇形面积120o 扇形中三角形面积240o 扇形面积0.150.0190.080.080.0470.330.3480.524880.2680.120.0092483470.0038259880.0184966930.0390.050.20.0220.080.080.0610.330.4040.617840.3240.170.0155785870.0064447720.0311571730.0480.070.250.0250.080.080.0750.330.460.71080.380.220.023550.00974250.04710.0570.090.30.030.080.080.090.330.520.81040.440.290.0339120.01402920.0678240.0690.120.350.0350.080.080.1050.330.580.910.50.370.0461580.01909530.0923160.0800.150.40.040.080.080.120.330.641.00960.560.460.0602880.02494080.1205760.0930.1990o 混凝土基础混凝土管（20）回填至管顶工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)06MS201-1120o 混凝土基础混凝土管（21）放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量标准图籍相关工程量计算表0.450.0450.090.090.1350.330.72 1.13580.630.580.0763020.03156570.1526040.1170.240.50.050.10.10.150.330.8 1.2620.70.720.09420.038970.18840.1450.290.60.060.120.120.180.330.96 1.51440.84 1.040.1356480.05611680.2712960.2080.420.150.0250.080.080.050.330.360.54480.280.130.010*******.004330.020*******.0410.050.20.0270.080.080.0630.330.4140.634440.3340.180.0168816870.0070388480.0337633730.0490.080.250.0330.080.080.0790.330.4760.737360.3960.240.0261289870.010*******.0522579730.0600.100.30.040.080.080.0950.330.540.84360.460.320.0377846670.01563130.0755693330.0720.130.350.0450.090.090.110.330.620.96980.530.420.0506586670.02095720.1013173330.0940.180.40.0470.10.10.1230.330.694 1.086040.5940.530.0638560870.0265238480.1277121730.1170.220.450.050.10.10.1370.330.75 1.1790.650.630.0791541670.03286470.1583083330.1310.260.50.0550.110.110.1520.330.83 1.30520.720.770.0973661670.040411890.1947323330.1610.320.60.0650.130.130.1820.330.991.55760.861.100.1394421670.057844470.2788843330.2270.45A （槽底）B （管顶面处沟槽宽度）H （槽底至管顶高度）V 180o 扇形面积180o 扇形面积0.150.0190.080.080.0940.330.3480.524880.2680.120.013872520.013872520.0470.040.20.0220.080.080.1220.330.4040.617840.3240.170.023367880.023367880.0580.060.250.0250.080.080.150.330.460.71080.380.220.0353250.0353250.0700.080.30.030.080.080.180.330.520.81040.440.290.0508680.0508680.0840.110.350.0350.080.080.210.330.580.910.50.370.0692370.0692370.0990.14放坡系数每m 工程量a c1c2开挖至管顶土石方工程量管道断面积基础工程量回填至管顶工程量图籍编号及名称(页码）管内径D(m)管壁厚t(m)管基尺寸(m)06MS201-1180o 混凝土基础混凝土管（22）120o 混凝土基础混凝土管（21）06MS201-1120o 混凝土基础混凝土管（21）标准图籍相关工程量计算表0.40.040.080.080.240.330.64 1.00960.560.460.0904320.0904320.1140.170.450.0450.090.090.270.330.72 1.13580.630.580.1144530.1144530.1450.210.50.050.10.10.30.330.8 1.2620.70.720.14130.14130.1790.260.60.060.120.120.360.330.96 1.51440.84 1.040.2034720.2034720.2570.370.150.0250.080.080.10.330.360.54480.280.130.01570.01570.0490.050.20.0270.080.080.1270.330.4140.634440.3340.180.025322530.025322530.0600.060.250.0330.080.080.1580.330.4760.737360.3960.240.039193480.039193480.0740.090.30.040.080.080.190.330.540.84360.460.320.0566770.0566770.0890.120.350.0450.090.090.220.330.620.96980.530.420.0759880.0759880.1160.150.40.0470.10.10.2470.330.694 1.086040.5940.530.095784130.095784130.1450.190.450.050.10.10.2750.330.75 1.1790.650.630.118731250.118731250.1630.230.50.0550.110.110.3050.330.83 1.30520.720.770.146049250.146049250.1980.280.60.0650.130.130.3650.330.991.55760.861.100.209163250.209163250.2810.4006MS201-1180o 混凝土基础混凝土管（22）180o 混凝土基础混凝土管（22）。