工程量清单综合单价分析表

序号,项目编码,项目名称,单位,工程量,综合单价组成,,,,,综合单价

,,,,,人工费,材料费,机械费,计费基础,管理费和利润,

,,道路工程,,,,,,,,

1,040101001001,"挖一般土方

1.土壤类别:综合考虑

2.部位:路床",m3,,0.5,,3.94,4.4,0.71,5.15

,1-120,1m3反铲挖掘机装车挖三类土,hm3,0.01,0.5,,3.94,4.4,0.71,5.15

2,040101001002,"挖一般土方

1.土壤类别:路床湿陷性黄土

2.部位:路床",m3,,0.5,,3.94,4.4,0.71,5.15

,1-120,1m3反铲挖掘机装车挖三类土,hm3,0.01,0.5,,3.94,4.4,0.71,5.15

3,040101001003,"挖一般土方

1.土壤类别:综合考虑

2.部位:填方段地表土",m3,,0.5,,3.32,3.77,0.61,4.43

,1-119,1m3反铲挖掘机装车挖一.二类土,hm3,0.01,0.5,,3.32,3.77,0.61,4.43

4,040102001001,"挖一般石方

1.岩石类别:综合考虑

2.开挖方式:综合考虑

3.部位:路床",m3,,0.58,,12.05,12.58,2.02,14.65

,1-178,1.0m3挖掘机挖装石碴,hm3,0.01,0.58,,12.05,12.58,2.02,14.65

5,040103001001,"填方

1.填方材料品种:外购土

2.密实度:按设计图纸要求

3.运距:综合考虑",m3,,3.56,9.35,7.61,10.87,1.75,22.27

,1-135,光轮压路机填土碾压,hm3,0.01,3.56,0.1,7.61,10.87,1.75,13.02

,主材-299,黄土,m3,1,,9.25,,,,9.25

6,040103001002,"填方

1.填方材料品种:就地取土

2.密实度:按设计图纸要求

3.运距:综合考虑",m3,,3.56,0.1,5.93,9.19,1.48,11.07

,1-136,15t内振动压路机填土碾压,hm3,0.01,3.56,0.1,5.93,9.19,1.48,11.07

7,040103002001,"余方弃置

1.废弃料品种:渣土

2.运距:综合考虑",m3,,,0.07,23.42,23.42,3.77,27.26

,1-107,10t内自卸汽车运土1km内,hm3,0.01,,0.07,7.54,7.54,1.21,8.82

,1-108*9,10t内自卸汽车10km内每增运1km×9,hm3,0.01,,,15.88,15.88,2.56,18.44

8,040103002002,"余方弃置

1.废弃料品种:湿陷性黄土

2.运距:综合考虑",m3,,,0.07,23.42,23.42,3.77,27.26

,1-107,10t内自卸汽车运土1km内,hm3,0.01,,0.07,7.54,7.54,1.21,8.82

,1-108*9,10t内自卸汽车10km内每增运1km×9,hm3,0.01,,,15.88,15.88,2.56,18.44

9,040103002003,"余方弃置

1.废弃料品种:石碴

2.运距:综合考虑",m3,,,0.07,41.39,41.39,6.67,48.13

,1-181,10t内自卸汽车运石碴1km内,hm3,0.01,,0.07,14.46,14.46,2.33,16.86

,1-182*9,10t内自卸汽车运石碴增1km×9,hm3,0.01,,,26.93,26.93,4.34,31.27

10,040201002001,"路基处理：

部位：路床湿陷性黄土地基

材料：换填10%灰土",m3,,9.43,78.07,24.75,33.4,5.38,117.63

,2-19H,土基掺10%石灰机械处理,10m3,0.1,9.43,64.93,24.75,33.4,5.38,104.49

,主材-299,黄土,m3,1.42,,13.14,,,,13.14

11,040201001001,"路基处理

部位：湿陷性黄土部位

处理方法：清表后的原状土采用重型（不小于25t）振动碾压法处理，碾压前应使30cm以内的黄土处于压实的最佳含水率，并整平表面，实测压实度不小于93%",m2,,9.42,,33.37,42.01,6.76,49.55

,2-4-66,强夯<600t-m低锤满拍,hm2,0.01,9.42,,33.37,42.01,6.76,49.55

12,040801001001,"拆除路面

1.路面材料种类:沥青路面,自行考虑现场路面情况

2.厚度:10cm

3.运距:综合考虑",m2,,3.46,0.04,1.42,4.59,0.74,5.66

,1-320,机械拆除沥青路面厚10cm内,hm2,0.01,3.46,0.04,1.42,4.59,0.74,5.66

13,040801001002,"拆除路面

1.路面材料种类:沥青路面,自行考虑现场路面情况

2.厚度:每增减1cm

3.运距:综合考虑",m2,,0.34,,0.15,0.46,0.08,0.57

,1-321,机械拆除沥青路面增1cm,hm2,0.01,0.34,,0.15,0.46,0.08,0.57

14,040801001003,"拆除路面

洗刨沥青路面5cm以内，运距自行考虑",m2,,0.4,0.09,0.53,0.9,0.14,1.16

,1-421,铣刨机铣刨路面厚1-5cm,hm2,0.01,0.4,0.09,0.53,0.9,0.14,1.16

15,040801001004,"拆除路面

1.路面材料种类:水泥混凝土面层,自行考虑现场路面情况

2.运距:综合考虑",m3,,51.22,0.35,22.28,69.23,11.14,84.99

,1-328,机械拆除砼路厚15cm内,hm2,0.06667,51.22,0.35,22.28,69.23,11.14,84.99

16,040801002001,"拆除基层

1.材料种类:道路路基基层

2.运距:综合考虑",m3,,63.65,,,58.34,9.39,73.04

,1-346,机械拆除有骨料多合土路厚10cm,hm2,0.1,63.65,,,58.34,9.39,73.04

17,040801003001,"拆除人行道

1.材料种类:人行道花砖及板

2.运距:综合考虑",m2,,1.77,,,1.62,0.26,2.03

,1-352,拆除人行道普通粘土砖(平铺),hm2,0.01,1.77,,,1.62,0.26,2.03

18,040801004001,"拆除侧缘石

1.名称:路缘石

2.材料种类:岩石

3.运距:综合考虑",ｍ,,2.11,,,1.93,0.31,2.42

,1-360,拆除石质缘石,hｍ,0.01,2.11,,,1.93,0.31,2.42

19,040801006001,"拆除砖石结构

1.结构类型:综合考虑

2.材质:砖砌结构

3.运距:综合考虑",m3,,80.5,,,73.79,11.88,92.38

,1-398,拆除其他陆上砖结构,10m3,0.1,80.5,,,73.79,11.88,92.38

20,040801006002,"拆除砖石结构

1.结构类型:综合考虑

2.材质:石砌结构

3.运距:综合考虑",m3,,82.44,,,75.57,12.17,94.61

,1-402,拆除陆上浆砌块石构筑物,10m3,0.1,82.44,,,75.57,12.17,94.61

21,040801007001,"拆除混凝土结构

1.强度:综合考虑

2.结构:无筋混凝土

3.运距:综合考虑",m3,,152.06,0.41,160.97,300.37,48.36,361.8

,1-408,拆除陆上砼构筑物,10m3,0.1,152.06,0.41,160.97,300.37,48.36,361.8

22,040801007002,"拆除钢筋混凝土结构

1.强度:综合考虑

2.结构:钢筋混凝土

3.运距:综合考虑",m3,,231.26,5.17,238.48,450.47,72.53,547.44

,1-410,拆除陆上钢筋砼构筑物,10m3,0.1,231.26,5.17,238.48,450.47,72.53,547.44

23,040201012001,"土工格珊

1.材料品种:自粘式玻璃格珊

2.做法:新旧路面结合处及挖填相交处设置自粘式玻纤格珊，详细做法及施工要求详见图纸",m2,,3.82,9.68,,3.5,0.57,14.07

,2-27,土基土工布,km2,0.001,3.82,9.68,,3.5,0.57,14.07

24,040202006001,"碎石石灰土基层

1.配合比:按设计

2.碎（砾）石规格:按设计

3.厚度:20cm

4.压实度：:≥97%",m2,,3.9,19.94,7.33,10.91,1.77,32.94

,2-103,厂拌石灰土碎石基层厚15cm,hm2,0.01,2.07,13.98,1.03,2.93,0.48,17.56

,主材-4722,厂拌多合土,m3,0.153,,,,,,

,2-104*5,厂拌石灰土碎石基层增1cm×5,hm2,0.01,0.68,4.64,0.31,0.93,0.15,5.78

,主材-299,黄土,m3,0.1432,,1.32,,,,1.32

,2-126,厂拌多合土运输1km内,10m3,0.0204,,,1.97,1.97,0.32,2.29

,2-127*9,厂拌多合土运输增1km×9,10m3,0.0204,,,2.36,2.36,0.38,2.74

,2-124,摊铺机摊铺多合土基层厚15cm,hm2,0.01,1.08,,1.66,2.65,0.43,3.17

,主材-4722,厂拌多合土,m3,0.153,,,,,,

,2-125*5,机械摊铺多合土基层增1cm×5,hm2,0.01,0.07,,,0.07,0.01,0.08

,主材-4722,厂拌多合土,m3,0.051,,,,,,

25,040202006002,"碎石石灰土基层

1.配合比:按设计

2.碎（砾）石规格:按设计

3.厚度:18cm

4.压实度：:≥97%",m2,,3.6,18.08,6.76,10.07,1.64,30.08

,2-103,厂拌石灰土碎石基层厚15cm,hm2,0.01,2.07,13.98,1.03,2.93,0.48,17.56

,主材-4722,厂拌多合土,m3,0.153,,,,,,

,2-104*3,厂拌石灰土碎石基层增1cm×3,hm2,0.01,0.41,2.78,0.18,0.56,0.09,3.46

,主材-299,黄土,m3,0.1432,,1.32,,,,1.32

,2-126,厂拌多合土运输1km内,10m3,0.01836,,,1.77,1.77,0.28,2.05

,2-127*9,厂拌多合土运输增1km×9,10m3,0.01836,,,2.12,2.12,0.35,2.47

,2-124,摊铺机摊铺多合土基层厚15cm,hm2,0.01,1.08,,1.66,2.65,0.43,3.17

,主材-4722,厂拌多合土,m3,0.153,,,,,,

,2-125*3,机械摊铺多合土基层增1cm×3,hm2,0.01,0.04,,,0.04,0.01,0.05

,主材-4722,厂拌多合土,m3,0.0306,,,,,,

26,040202006003,"碎石石灰土基层

1.配合比:按设计

2.碎（砾）石规格:按设计

3.厚度:16cm

4.压实度：:≥97%",m2,,3.3,16.23,6.21,9.24,1.51,27.25

,2-103,厂拌石灰土碎石基层厚15cm,hm2,0.01,2.07,13.98,1.03,2.93,0.48,17.56

,主材-4722,厂拌多合土,m3,0.153,,,,,,

,2-104,厂拌石灰土碎石基层增1cm,hm2,0.01,0.14,0.93,0.06,0.19,0.03,1.16

,主材-299,黄土,m3,0.1432,,1.32,,,,1.32

,2-126,厂拌多合土运输1km内,10m3,0.01632,,,1.57,1.57,0.26,1.83

,2-127*9,厂拌多合土运输增1km×9,10m3,0.01632,,,1.89,1.89,0.31,2.2

,2-124,摊铺机摊铺多合土基层厚15cm,hm2,0.01,1.08,,1.66,2.65,0.43,3.17

,主材-4722,厂拌多合土,m3,0.153,,,,,,

,2-125,机械摊铺多合土基层增1cm,hm2,0.01,0.01,,,0.01,,0.01

,主材-4722,厂拌多合土,m3,0.0102,,,,,,

27,040202014001,"水泥稳定碎(砾)石

1.厚度:16cm

2.水泥强度等级及含量:见设计

3.碎石（砾）料规格:见设计要求",m2,,2.61,28.22,6.21,8.61,1.4,38.44

,2-117,厂拌水泥碎石基层厚15cm,hm2,0.01,1.43,26.46,1.03,2.34,0.37,29.29

,主材-4724,厂拌水泥碎石,m3,0.153,,,,,,

,2-118,厂拌水泥碎石基层增1cm,hm2,0.01,0.09,1.76,0.06,0.15,0.03,1.94

,主材-4724,厂拌水泥碎石,m3,0.0102,,,,,,

,2-126,厂拌多合土运输1km内,10m3,0.01632,,,1.57,1.57,0.26,1.83

,2-127*9,厂拌多合土运输增1km×9,10m3,0.01632,,,1.89,1.89,0.31,2.2

,2-124,摊铺机摊铺多合土基层厚15cm,hm2,0.01,1.08,,1.66,2.65,0.43,3.17

,主材-4722,厂拌多合土,m3,0.153,,,,,,

,2-125,机械摊铺多合土基层增1cm,hm2,0.01,0.01,,,0.01,,0.01

,主材-4722,厂拌多合土,m3,0.0102,,,,,,

28,040202014002,"水泥稳定碎(砾)石

1.厚度:18cm

2.水泥强度等级及含量:见设计

3.碎石（砾）料规格:见设计要求",m2,,2.83,31.73,6.76,9.36,1.52,42.84

,2-117,厂拌水泥碎石基层厚15cm,hm2,0.01,1.43,26.46,1.03,2.34,0.37,29.29

,主材-4724,厂拌水泥碎石,m3,0.153,,,,,,

,2-118*3,厂拌水泥碎石基层增1cm×3,hm2,0.01,0.28,5.27,0.18,0.44,0.08,5.81

,2-126,厂拌多合土运输1km内,10m3,0.01836,,,1.77,1.77,0.28,2.05

,2-127*9,厂拌多合土运输增1km×9,10m3,0.01836,,,2.12,2.12,0.35,2.47

,2-124,摊铺机摊铺多合土基层厚15cm,hm2,0.01,1.08,,1.66,2.65,0.43,3.17

,主材-4722,厂拌多合土,m3,0.153,,,,,,

,2-125*3,机械摊铺多合土基层增1cm×3,hm2,0.01,0.04,,,0.04,0.01,0.05

,主材-4722,厂拌多合土,m3,0.0306,,,,,,

29,040203001001,"沥青表面处治

1.位置:透层

2.沥青品种:乳化沥青

3.沥青用量:1.2kg/m2",m2,,0.24,3.81,0.31,0.53,0.09,4.45

,2-176,透层油喷洒乳化沥青,hm2,0.01,0.24,3.81,0.31,0.53,0.09,4.45

30,040203001002,"沥青表面处治

1.位置:黏层

2.沥青品种:乳化沥青

3.沥青用量:0.4kg/m2",m2,,0.24,3.81,0.31,0.53,0.09,4.45

,2-176,粘层油喷洒乳化沥青,hm2,0.01,0.24,3.81,0.31,0.53,0.09,4.45

31,040203004001,"沥青混凝土

1.沥青品质:沥青砼AC-25C

2.粒式:粗粒式

3.厚度:8cm",m2,,3.72,50.93,20.14,23.55,3.79,78.58

,2-216,厂拌粗粒式沥青碎石LH-30150t/h,ｔ,0.1898,0.96,50.76,14.23,15.11,2.43,68.38

,1-503,自卸汽车运沥青砼1km内,10t,0.01898,0.78,,1.34,2.06,0.33,2.45

,1-504*9,自卸汽车运沥青砼增1km×9,10t,0.01898,,,1.65,1.65,0.27,1.92

,2-187,机械铺粗粒式沥青砼路面厚5cm,hm2,0.01,1.27,0.17,1.96,3.12,0.5,3.9

,主材-4719,沥青砼,ｔ,0.1187,,,,,,

,2-188*3,机械铺粗粒式沥青砼路面增1cm×3,hm2,0.01,0.71,,0.96,1.61,0.26,1.93

,主材-4719,沥青砼,ｔ,0.0711,,,,,,

32,040203004002,"沥青混凝土

1.沥青品质:沥青砼AC-16C

2.粒式:中粒式

3.厚度:5cm",m2,,2.36,38.86,12.73,14.89,2.4,56.35

,2-220,厂拌中粒式沥青碎石LH-20150t/h,ｔ,0.1187,0.6,38.69,8.9,9.45,1.52,49.71

,1-503,自卸汽车运沥青砼1km内,10t,0.01187,0.49,,0.84,1.29,0.21,1.54

,1-504*9,自卸汽车运沥青砼增1km×9,10t,0.01187,,,1.03,1.03,0.17,1.2

,2-191,机械铺中粒式沥青砼路面厚5cm,hm2,0.01,1.27,0.17,1.96,3.12,0.5,3.9

,主材-4721,中粒式沥青砼,ｔ,0.1187,,,,,,

33,040203004003,"沥青混凝土

1.沥青品质:沥青砼AC-13C

2.粒式:细粒式

3.厚度:4cm",m2,,1.89,34.98,9.83,11.57,1.88,48.58

,2-224,厂拌细粒式沥青碎石LH-10150t/h,ｔ,0.0933,0.47,34.9,7,7.43,1.2,43.57

,1-503,自卸汽车运沥青砼1km内,10t,0.00933,0.38,,0.66,1.01,0.17,1.21

,1-504*9,自卸汽车运沥青砼增1km×9,10t,0.00933,,,0.81,0.81,0.13,0.94

,2-195,机械铺细粒式沥青砼路面厚2cm,hm2,0.01,0.55,0.08,1.36,1.87,0.3,2.29

,主材-4720,细粒式沥青砼,ｔ,0.0465,,,,,,

,2-196*4,机械铺细粒式沥青砼路面增5mm×4,hm2,0.01,0.49,,,0.45,0.08,0.57

,主材-4720,细粒式沥青砼,ｔ,0.0468,,,,,,

34,040204001001,"人行道块料铺设

1.块料品种:6cm厚砼彩色花砖（含盲道砖）

2.块料规格:6cm厚砼彩色花砖，M7.5水泥砂浆卧底厚3cm",m2,,9.58,40.29,,8.78,1.42,51.29

,2-259,M7.5水泥砂浆安砌水泥花砖,hm2,0.01,9.58,9.99,,8.78,1.42,20.99

,主材-357,砼彩色花砖6cm厚,m2,1.01,,30.3,,,,30.3

35,040204003001,"安砌侧(平、缘)石

1.材料:花岗岩

2.形状:条形（含异形）

3.规格:75*15*29立缘石A，M7.5水泥砂浆卧底厚3cm",m,,5.03,58.37,,4.61,0.75,64.15

,2-275,安砌石质缘石,hｍ,0.01,5.03,1.53,,4.61,0.75,7.31

,主材-310,石质缘石75*15*29,ｍ,1.015,,56.84,,,,56.84

36,040204003002,"安砌侧(平、缘)石

1.材料:花岗岩

2.形状:条形（含异形）

3.规格:75*15*24立缘石B，M7.5水泥砂浆卧底厚3cm",m,,5.03,49.24,,4.61,0.75,55.02

,2-275,安砌石质缘石,hｍ,0.01,5.03,1.53,,4.61,0.75,7.31

,主材-310,石质缘石75*15*24,ｍ,1.015,,47.71,,,,47.71

37,040204003003,"安砌侧(平、缘)石

1.材料:花岗岩

2.形状:条形（含异形）

3.规格:50*10*20平缘石C",m,,9.35,28.54,,8.57,1.38,39.27

,2-273,安砌石质侧缘石(立缘石),hｍ,0.01,9.35,2.15,,8.57,1.38,12.88

,主材-309,石制侧石50*10*20,ｍ,1.015,,26.39,,,,26.39

38,040302001001,"砼靠背

1.部位：立缘石砼靠背

2.C15砼",m3,,93.02,293.26,44.04,129.31,20.82,451.14

,3-410',C15商品砼基础,10m3,0.1,93.02,293.26,44.04,129.31,20.82,451.14

39,040204006001,"树池砌筑

1.材料品种、规格:C30砼块树池，57*10*20cm

2.树池尺寸:125cm*125cm

3.详见图集05MR203-8样式1,不含树池盖板",个,,15.08,56.04,,13.83,2.23,73.35

,2-284,砌筑砼块树池,hｍ,0.05,15.08,0.49,,13.83,2.23,17.8

,主材-326,砼块57*10*20cm,ｍ,5.05,,55.55,,,,55.55

40,040204001002,"树池盖板铺设

1.块料品种:6cm厚彩色砼预制

2.外廓:100cm*100cm*6cm",m2,,13.13,39.81,,12.03,1.93,54.87

,2-B8,1:3水泥砂浆彩色花砖,hm2,0.01,13.13,9.51,,12.03,1.93,24.57

,主材-4733,6cm厚彩色砼100cm*100cm*6cm,m2,1.01,,30.3,,,,30.3

41,040506029001,"绿化带结构外露面防渗处理

做法：1、防水砂浆；2、涂刷沥青两遍",m2,,13.19,34.22,0.59,12.69,2.05,50.05

,6-867,防水砂浆抹直池壁,hm2,0.01,11.08,13.51,0.59,10.75,1.73,26.91

,6-874,平面涂沥青第一遍,hm2,0.01,1.61,11.89,,1.48,0.24,13.74

,6-875,平面涂沥青增一遍,hm2,0.01,0.5,8.82,,0.46,0.08,9.4

42,040506018001,"管线水泥砼外包保护

1、部位：管顶覆土小于70cm部位

2、材料种类：15cm厚C20砼",m3,,217.01,381.96,15.03,213.95,34.44,648.44

,6-833',C20商品砼异形构件,10m3,0.1,217.01,381.96,15.03,213.95,34.44,648.44

43,040201005001,"软基处理（危害路基的明陷穴等）

1.厚度:综合考虑

2.材料:毛石垫层",m3,,53.28,94.31,13.62,62.46,10.06,171.27

,2-28,土基抛石挤淤(机运人抛),m3,1,53.28,94.31,13.62,62.46,10.06,171.27

,,污水工程,,,,,,,,

44,040101002001,"挖沟槽土方

1.土壤类别:综合考虑

2.挖土深度:按设计",m3,,0.5,,3.94,4.4,0.71,5.15

,1-120,1m3反铲挖掘机装车挖三类土,hm3,0.01,0.5,,3.94,4.4,0.71,5.15

45,040102002001,"挖沟槽石方

1.岩石类别:综合考虑

2.开挖方式:综合考虑",m3,,0.58,,12.05,12.58,2.02,14.65

,1-178,1.0m3挖掘机挖装石碴,hm3,0.01,0.58,,12.05,12.58,2.02,14.65

46,040103001003,"填方

1.填方材料品种:素土回填（外购土）

2.密实度:≥93%",m3,,3.56,9.35,7.61,10.87,1.75,22.27

,1-135,光轮压路机填土碾压,hm3,0.01,3.56,0.1,7.61,10.87,1.75,13.02

,主材-299,黄土,m3,1,,9.25,,,,9.25

47,040103001004,"填方

1.填方材料品种:5%水泥石屑

2.密实度:≥95%",m3,,18.8,127.99,,17.23,2.77,149.56

,1-B28H,槽坑回填水泥石屑,hm3,0.01,18.8,127.99,,17.23,2.77,149.56

48,040103002004,"余方弃置

1.废弃料品种:土方

2.运距:综合考虑",m3,,,0.07,23.42,23.42,3.77,27.26

,1-107,10t内自卸汽车运土1km内,hm3,0.01,,0.07,7.54,7.54,1.21,8.82

,1-108*9,10t内自卸汽车10km内每增运1km×9,hm3,0.01,,,15.88,15.88,2.56,18.44

49,040103002005,"余方弃置

1.废弃料品种:石碴

2.运距:综合考虑",m3,,,0.07,41.39,41.39,6.67,48.13

,1-181,10t内自卸汽车运石碴1km内,hm3,0.01,,0.07,14.46,14.46,2.33,16.86

,1-182*9,10t内自卸汽车运石碴增1km×9,hm3,0.01,,,26.93,26.93,4.34,31.27

50,040501006001,"塑料管道铺设一般路段

1.输送介质:污水

2.管材规格:D400

3.管材材质:双平壁钢塑复合缠绕管

4.接口形式:采用热收缩带接口,参见06MS201-2-41

5.基础做法:砂砾垫层基础，见06MS201-2-54",m,,45.06,445.73,1.18,42.49,6.84,498.81

,6-484,干铺砂砾石垫层,10m3,0.038,18.71,28.95,1.16,18.31,2.95,51.77

,5-109,承插塑料管DN400内,10ｍ,0.1,26.35,14.21,0.02,24.18,3.89,44.47

,主材-1097,双平壁钢塑复合缠绕管D400,ｍ,1,,402.57,,,,402.57

51,040501006002,"塑料管道铺设-湿陷性黄土段

1.输送介质:污水

2.管材规格:D400

3.管材材质:双平壁钢塑复合缠绕管

4.接口形式:采用热收缩带接口,参见06MS201-2-41

5.基础做法:砂砾垫层基础、3:7灰土、土垫层，见04S531-1-17",m,,57.69,459.49,1.99,54.88,8.84,528.01

,6-484,干铺砂砾石垫层,10m3,0.038,18.71,28.95,1.16,18.31,2.95,51.77

,6-488,3:7灰土垫层,10m3,0.0105,12.63,13.76,0.81,12.39,2,29.2

,5-109,承插塑料管DN400内,10ｍ,0.1,26.35,14.21,0.02,24.18,3.89,44.47

,主材-1097,双平壁钢塑复合缠绕管D400,ｍ,1,,402.57,,,,402.57

52,040501006003,"塑料管道铺设一般路段

1.输送介质:污水

2.管材规格:D600

3.管材材质:双平壁钢塑复合缠绕管

4.接口形式:采用热收缩带接口,参见06MS201-2-41

5.基础做法:砂砾垫层基础，见06MS201-2-54",m,,63.38,923.36,2.07,60.16,9.69,998.5

,6-484,干铺砂砾石垫层,10m3,0.067,33,51.04,2.04,32.28,5.2,91.28

,5-110,承插塑料管(胶圈接口)DN500内,10ｍ,0.1,30.38,14.23,0.03,27.88,4.49,49.13

,主材-1097,双平壁钢塑复合缠绕管D600,ｍ,1,,858.09,,,,858.09

53,040501006004,"塑料管道铺设-湿陷性黄土段

1.输送介质:污水

2.管材规格:D600

3.管材材质:双平壁钢塑复合缠绕管

4.接口形式:采用热收缩带接口,参见06MS201-2-41

5.基础做法:砂砾垫层基础、3:7灰土、土垫层，见04S531-1-17",m,,86.84,948.91,3.58,83.17,13.4,1052.73

,6-484,干铺砂砾石垫层,10m3,0.067,33,51.04,2.04,32.28,5.2,91.28

,6-488,3:7灰土垫层,10m3,0.0195,23.46,25.55,1.51,23.01,3.71,54.23

,5-110,承插塑料管(胶圈接口)DN500内,10ｍ,0.1,30.38,14.23,0.03,27.88,4.49,49.13

,主材-1097,双平壁钢塑复合缠绕管D600,ｍ,1,,858.09,,,,858.09

54,040504001001,"砌筑检查井

1.砌筑材料:砖

2.形状、断面尺寸:圆形砖砌污水检查井（盖板式）

3.定型井名称、定型图号、井径及井深:井径1000mm井深见图纸设计

4.连接井适用管径:D600以内

5.混凝土、砂浆强度等级或配合比:详见06MS201-3-20",座,,565.92,1805.86,5.52,524.28,84.41,2461.71

,6-278,砖砌圆形污水检查井φ1000,座,1,565.92,1805.86,5.52,524.28,84.41,2461.71

55,040504001002,"砌筑检查井(用于湿陷性黄土段)

1.砌筑材料:砖

2.形状、断面尺寸:圆形砖砌污水检查井（盖板式）

3.定型井名称、定型图号、井径及井深井径1000mm井深见图纸设计

4.连接井适用管径:D600以内

5.混凝土、砂浆强度等级或配合比:详见04S531-5-9",座,,565.92,1805.86,5.52,524.28,84.41,2461.71

,6-278,砖砌圆形污水检查井φ1000,座,1,565.92,1805.86,5.52,524.28,84.41,2461.71

,,雨水工程,,,,,,,,

56,040101002002,"挖沟槽土方

1.土壤类别:综合考虑

2.挖土深度:按设计",m3,,0.5,,3.94,4.4,0.71,5.15

,1-120,1m3反铲挖掘机装车挖三类土,hm3,0.01,0.5,,3.94,4.4,0.71,5.15

57,040102002002,"挖沟槽石方

1.岩石类别:综合考虑

2.开挖方式:综合考虑",m3,,0.58,,12.05,12.58,2.02,14.65

,1-178,1.0m3挖掘机挖装石碴,hm3,0.01,0.58,,12.05,12.58,2.02,14.65

58,040103001005,"填方

1.填方材料品种:素土回填（外购土）

2.密实度:≥93%",m3,,3.56,9.35,7.61,10.87,1.75,22.27

,1-135,光轮压路机填土碾压,hm3,0.01,3.56,0.1,7.61,10.87,1.75,13.02

,主材-299,黄土,m3,1,,9.25,,,,9.25

59,040103001006,"填方

1.填方材料品种:5%水泥石屑

2.密实度:≥95%",m3,,18.79,127.96,,17.23,2.77,149.52

,1-B28H,槽坑回填水泥石屑,hm3,0.01,18.79,127.96,,17.23,2.77,149.52

60,040103002006,"余方弃置

1.废弃料品种:土方

2.运距:综合考虑",m3,,,0.07,23.42,23.42,3.77,27.26

,1-107,10t内自卸汽车运土1km内,hm3,0.01,,0.07,7.54,7.54,1.21,8.82

,1-108*9,10t内自卸汽车10km内每增运1km×9,hm3,0.01,,,15.88,15.88,2.56,18.44

61,040103002007,"余方弃置

1.废弃料品种:石碴

2.运距:综合考虑",m3,,,0.07,41.39,41.39,6.67,48.13

,1-181,10t内自卸汽车运石碴1km内,hm3,0.01,,0.07,14.46,14.46,2.33,16.86

,1-182*9,10t内自卸汽车运石碴增1km×9,hm3,0.01,,,26.93,26.93,4.34,31.27

62,040501002001,"混凝土管道铺设

1.管材规格:D300雨水管雨水篦子连接管

2.接口形式:承插式橡胶圈接口，详06MS201-1-23

3.管有筋无筋:有筋

4.基础做法:详06MS201-1-17。",m,,46.56,145.55,11.36,54.05,8.71,212.18

,6-35',C15商品砼满包加固φ300内,hｍ,0.01,31.15,47.98,4.23,32.79,5.28,88.64

,5-111,承插预应力管(胶圈接口)DN300内,10ｍ,0.1,15.41,4.57,7.13,21.26,3.43,30.54

,主材-1011,钢筋砼管D300,ｍ,1,,93,,,,93

63,040501002002,"混凝土管道铺设

1.管材规格:D600雨水管

2.接口形式:承插式橡胶圈接口，详06MS201-1-23

3.管有筋无筋:有筋

4.基础做法:120度砼基础，详06MS201-1-17",m,,65.88,257.23,16.73,77.12,12.42,352.26

,6-4',C15商品砼平接式管道基础120°φ600内,hｍ,0.01,30.6,54.28,4.68,32.73,5.27,94.83

,5-114,承插预应力管(胶圈接口)DN600内,10ｍ,0.1,35.28,9.95,12.05,44.39,7.15,64.43

,主材-1011,钢筋砼管D600,ｍ,1,,193,,,,193

64,040501002003,"混凝土管道铺设(用于湿陷性黄土段)

1.管材规格:D600雨水管

2.接口形式:承插式橡胶圈接口，详04S531-1-21

3.管有筋无筋:有筋

4.基础做法:120度砼基础、3:7灰土、土垫层，详04S531-1-13",m,,87.54,280.82,18.12,98.36,15.84,402.32

,6-4',C15商品砼平接式管道基础120°φ600内,hｍ,0.01,30.6,54.28,4.68,32.73,5.27,94.83

,6-488,3:7灰土垫层,10m3,0.018,21.66,23.59,1.39,21.24,3.42,50.06

,5-114,承插预应力管(胶圈接口)DN600内,10ｍ,0.1,35.28,9.95,12.05,44.39,7.15,64.43

,主材-1011,钢筋砼管D600,ｍ,1,,193,,,,193

65,040501002004,"混凝土管道铺设

1.管材规格:D800雨水管

2.接口形式:承插式橡胶圈接口，详06MS201-1-23

3.管有筋无筋:有筋

4.基础做法:120度砼基础，详06MS201-1-17",m,,91.93,374.89,27,111.26,17.92,511.74

,6-6',C15商品砼平接式管道基础120°φ800内,hｍ,0.01,43.98,76.36,6.63,46.94,7.56,134.53

,5-116,承插预应力管(胶圈接口)DN800内,10ｍ,0.1,47.95,13.53,20.37,64.32,10.36,92.21

,主材-1011,钢筋砼管D800,ｍ,1,,285,,,,285

66,040501002005,"混凝土管道铺设(用于湿陷性黄土段)

1.管材规格:D800雨水管

2.接口形式:承插式橡胶圈接口，详04S531-1-21

3.管有筋无筋:有筋

4.基础做法:120度砼基础、3:7灰土、土垫层，详04S531-1-13",m,,117.19,402.4,28.62,136.04,21.91,570.12

,6-6',C15商品砼平接式管道基础120°φ800内,hｍ,0.01,43.98,76.36,6.63,46.94,7.56,134.53

,6-488,3:7灰土垫层,10m3,0.021,25.26,27.51,1.62,24.78,3.99,58.38

,5-116,承插预应力管(胶圈接口)DN800内,10ｍ,0.1,47.95,13.53,20.37,64.32,10.36,92.21

,主材-1011,钢筋砼管D800,ｍ,1,,285,,,,285

67,040501002006,"混凝土管道铺设

1.管材规格:D1000雨水管

2.接口形式:承插式橡胶圈接口，详06MS201-1-23

3.管有筋无筋:有筋

4.基础做法:120度砼基础，详06MS201-1-17",m,,133.75,644.04,46.43,169.03,27.22,851.44

,6-8',C15商品砼平接式管道基础120°φ1000内,hｍ,0.01,62.69,108.14,9.48,66.94,10.78,191.09

,5-118,承插预应力管(胶圈接口)DN1000内,10ｍ,0.1,71.06,24.25,36.95,102.09,16.44,148.7

,主材-1011,钢筋砼管D1000,ｍ,1,,511.65,,,,511.65

68,040501002007,"混凝土管道铺设(用于湿陷性黄土段)

1.管材规格:D1000雨水管

2.接口形式:承插式橡胶圈接口，详04S531-1-21

3.管有筋无筋:有筋

4.基础做法:120度砼基础、3:7灰土、土垫层，详04S531-1-13",m,,164.43,677.45,48.4,199.12,32.06,922.34

,6-8',C15商品砼平接式管道基础120°φ1000内,hｍ,0.01,62.69,108.14,9.48,66.94,10.78,191.09

,6-488,3:7灰土垫层,10m3,0.0255,30.68,33.41,1.97,30.09,4.84,70.9

,5-118,承插预应力管(胶圈接口)DN1000内,10ｍ,0.1,71.06,24.25,36.95,102.09,16.44,148.7

,主材-1011,钢筋砼管D1000,ｍ,1,,511.65,,,,511.65

69,040501002008,"混凝土管道铺设

1.管材规格:D1200雨水管

2.接口形式:承插式橡胶圈接口，详06MS201-1-23

3.管有筋无筋:有筋

4.基础做法:120度砼基础，详06MS201-1-17",m,,178.14,905.3,54.42,217.71,35.06,1172.92

,6-10',C15商品砼平接式管道基础120°φ1200内,hｍ,0.01,84.9,153.76,13.58,91.4,14.72,266.96

,5-119,承插预应力管(胶圈接口)DN1200内,10ｍ,0.1,93.24,32.72,40.84,126.31,20.34,187.14

,主材-1011,钢筋砼管D1200,ｍ,1,,718.82,,,,718.82

70,040501002009,"混凝土管道铺设(用于湿陷性黄土段)

1.管材规格:D1200雨水管

2.接口形式:承插式橡胶圈接口，详04S531-1-21

3.管有筋无筋:有筋

4.基础做法:120度砼基础、3:7灰土、土垫层，详04S531-1-13",m,,214.23,944.61,56.74,253.11,40.76,1256.34

,6-10',C15商品砼平接式管道基础120°φ1200内,hｍ,0.01,84.9,153.76,13.58,91.4,14.72,266.96

,6-488,3:7灰土垫层,10m3,0.03,36.09,39.31,2.32,35.4,5.7,83.42

,5-119,承插预应力管(胶圈接口)DN1200内,10ｍ,0.1,93.24,32.72,40.84,126.31,20.34,187.14

,主材-1011,钢筋砼管D1200,ｍ,1,,718.82,,,,718.82

71,040501002010,"混凝土管道铺设

1.管材规格:D1400雨水管

2.接口形式:承插式橡胶圈接口，详06MS201-1-23

3.管有筋无筋:有筋

4.基础做法:120度砼基础，详06MS201-1-17",m,,248.62,1292.82,70.59,298.5,48.07,1660.1

,6-12',C15商品砼平接式管道基础120°φ1500内,hｍ,0.01,136.16,243.74,21.71,146.53,23.6,425.21

,5-120,承插预应力管(胶圈接口)DN1400内,10ｍ,0.1,112.46,49.08,48.88,151.97,24.47,234.89

,主材-1011,钢筋砼管D1400,ｍ,1,,1000,,,,1000

72,040501002011,"混凝土管道铺设(用于湿陷性黄土段)

1.管材规格:D1400雨水管

2.接口形式:承插式橡胶圈接口，详04S531-1-21

3.管有筋无筋:有筋

4.基础做法:120度砼基础、3:7灰土、土垫层，详04S531-1-13",m,,288.32,1336.06,73.14,337.44,54.34,1751.86

,6-12',C15商品砼平接式管道基础120°φ1500内,hｍ,0.01,136.16,243.74,21.71,146.53,23.6,425.21

,6-488,3:7灰土垫层,10m3,0.033,39.7,43.24,2.55,38.94,6.27,91.76

,5-120,承插预应力管(胶圈接口)DN1400内,10ｍ,0.1,112.46,49.08,48.88,151.97,24.47,234.89

,主材-1011,钢筋砼管D1400,ｍ,1,,1000,,,,1000

73,040501002012,"混凝土管道铺设

1.管材规格:D2000雨水管

2.接口形式:承插式橡胶圈接口，详06MS201-1-23

3.管有筋无筋:有筋

4.基础做法:120度砼基础，详06MS201-1-17",m,,283.53,2637.41,97.85,357.74,57.6,3076.39

,6-15',C15商品砼平接式管道基础120°φ2000内,hｍ,0.01,231.39,433.21,38.91,251.01,40.42,743.93

,6-66,砼管道平接铺设人机下管φ2000内,hｍ,0.01,52.14,,58.94,106.73,17.18,128.26

,主材-1085,钢筋砼管DN2000,ｍ,1.00981,,2204.2,,,,2204.2

74,040501002013,"混凝土管道铺设(用于湿陷性黄土段)

1.管材规格:D2000雨水管

2.接口形式:承插式橡胶圈接口，详04S531-1-21

3.管有筋无筋:有筋

4.基础做法:120度砼基础、3:7灰土、土垫层，详04S531-1-13",m,,328.66,2686.57,100.75,402.01,64.72,3180.7

,6-15',C15商品砼平接式管道基础120°φ2000内,hｍ,0.01,231.39,433.21,38.91,251.01,40.42,743.93

,6-488,3:7灰土垫层,10m3,0.03751,45.13,49.16,2.9,44.27,7.12,104.31

,6-66,砼管道平接铺设人机下管φ2000内,hｍ,0.01,52.14,,58.94,106.73,17.18,128.26

,主材-1085,钢筋砼管DN2000,ｍ,1.00981,,2204.2,,,,2204.2

75,040504001003,"砌筑检查井

1.砌筑材料:砖

2.形状、断面尺寸:圆形砖砌雨水检查井（盖板式）

3.定型井名称、定型图号、井径及井深:雨水检查井井径1000mm井深见图纸设计

4.连接井适用管径:D≤600

5.混凝土、砂浆强度等级或配合比:详见06MS201-3-11",座,,586.8,1568.51,5.67,543.57,87.52,2248.5

,6-272,砖砌圆形雨水检查井φ1000,座,1,586.8,1568.51,5.67,543.57,87.52,2248.5

76,040504001004,"砌筑检查井(用于湿陷性黄土段)

1.砌筑材料:砖

2.形状、断面尺寸:圆形砖砌雨水检查井（盖板式）

3.定型井名称、定型图号、井径及井深:雨水检查井井径1000mm井深见图纸设计

4.连接井适用管径:D≤600

5.混凝土、砂浆强度等级或配合比:基础换填300厚土垫层、300厚3：7灰土，详见04S531-5-9",座,,586.8,1568.51,5.67,543.57,87.52,2248.5

,6-272,砖砌圆形雨水检查井φ1000,座,1,586.8,1568.51,5.67,543.57,87.52,2248.5

77,040504001005,"砌筑检查井

1.砌筑材料:砖

2.形状、断面尺寸:圆形砖砌雨水检查井

3.定型井名称、定型图号、井径及井深:雨水检查井井径1250mm井深见图纸设计

4.连接井适用管径:D800

5.混凝土、砂浆强度等级或配合比:详见06MS201-3-14",座,,679.68,1955.51,9.84,632.88,101.89,2746.92

,6-273,砖砌圆形雨水检查井φ1250,座,1,679.68,1955.51,9.84,632.88,101.89,2746.92

78,040504001006,"砌筑检查井(用于湿陷性黄土段)

1.砌筑材料:砖

2.形状、断面尺寸:圆形砖砌雨水检查井（盖板式）

3.定型井名称、定型图号、井径及井深:雨水检查井井径1250mm井深见图纸设计

4.连接井适用管径:D800

5.混凝土、砂浆强度等级或配合比:基础换填300厚土垫层、300厚3：7灰土，详见04S531-5-11",座,,679.68,1955.51,9.84,632.88,101.89,2746.92

,6-273,砖砌圆形雨水检查井φ1250,座,1,679.68,1955.51,9.84,632.88,101.89,2746.92

79,040504001007,"砌筑检查井

1.砌筑材料:砖

2.形状、断面尺寸:圆形砖砌雨水检查井

3.定型井名称、定型图号、井径及井深:雨水检查井井径1500mm井深见图纸设计

4.连接井适用管径:D1000

5.混凝土、砂浆强度等级或配合比:详见06MS201-3-16",座,,752.4,2302.66,81.39,771.09,124.15,3260.6

,6-274,砖砌圆形雨水检查井φ1500,座,1,752.4,2302.66,81.39,771.09,124.15,3260.6

80,040504001008,"砌筑检查井(用于湿陷性黄土段)

1.砌筑材料:砖

2.形状、断面尺寸:圆形砖砌雨水检查井（盖板式）

3.定型井名称、定型图号、井径及井深:雨水检查井井径1500mm井深见图纸设计

4.连接井适用管径:D1000

5.混凝土、砂浆强度等级或配合比:基础换填300厚土垫层、300厚3：7灰土，详见04S531-5-12",座,,752.4,2302.66,81.39,771.09,124.15,3260.6

,6-274,砖砌圆形雨水检查井φ1500,座,1,752.4,2302.66,81.39,771.09,124.15,3260.6

81,040504001009,"砌筑检查井

1.砌筑材料:砖

2.形状、断面尺寸:矩形砖砌雨水检查井

3.定型井名称、定型图号、井径及井深:雨水检查井矩形直线检查井深见图纸设计

4.连接井适用管径:D1200

5.混凝土、砂浆强度等级或配合比:详见06MS201-3-31",座,,679.68,1955.51,9.84,632.88,101.89,2746.92

,6-273,砖砌圆形雨水检查井φ1250,座,1,679.68,1955.51,9.84,632.88,101.89,2746.92

82,040504002001,"混凝土检查井）

1.形状:矩形钢筋混凝土雨水检查井，

2.定形井图号、井径及井深:国标图集04S531-5-16，井径1500*1100mm，井深见设计

3.连接井适用管径:D1200

4.混凝土砂浆等级:按设计

5.合成高分子防水涂膜防水层",座,,,,,,,

83,040504001010,"砌筑检查井

1.砌筑材料:砖

2.形状、断面尺寸:矩形砖砌雨水检查井

3.定型井名称、定型图号、井径及井深:雨水检查井矩形直线检查井深见图纸设计

4.连接井适用管径:D1400

5.混凝土、砂浆强度等级或配合比:详见06MS201-3-31",座,,938.88,2655.39,97.79,958.43,154.3,3846.36

,6-323,砖砌矩形直线雨水检查井,座,1,938.88,2655.39,97.79,958.43,154.3,3846.36

84,040504002002,"混凝土检查井）

1.形状:矩形钢筋混凝土雨水检查井，

2.定形井图号、井径及井深:国标图集04S531-5-16，井径1700*1100mm，井深见设计

3.连接井适用管径:D1400

4.混凝土砂浆等级:按设计

5.合成高分子防水涂膜防水层",座,,1302.48,3343.7,116.88,1310.82,211.04,4974.1

,6-326,砖砌矩形直线雨水检查井,座,1,1302.48,3343.7,116.88,1310.82,211.04,4974.1

85,040504001011,"砌筑检查井

1.砌筑材料:砖

2.形状、断面尺寸:矩形砖砌雨水检查井

3.定型井名称、定型图号、井径及井深:雨水检查井矩形直线检查井深见图纸设计

4.连接井适用管径:D2000

5.混凝土、砂浆强度等级或配合比:详见06MS201-3-31",座,,1302.48,3343.7,116.88,1310.82,211.04,4974.1

,6-326,砖砌矩形直线雨水检查井,座,1,1302.48,3343.7,116.88,1310.82,211.04,4974.1

86,040504002003,"混凝土检查井）

1.形状:矩形钢筋混凝土雨水检查井，

2.定形井图号、井径及井深:国标图集04S531-5-16，井径2300*1100mm，井深见设计

3.连接井适用管径:D2000

4.混凝土砂浆等级:按设计

5.合成高分子防水涂膜防水层",座,,1865.52,4424.31,123.14,1833.2,295.15,6708.12

,6-336,砖砌矩形直线污水检查井,座,1,1865.52,4424.31,123.14,1833.2,295.15,6708.12

87,040504001012,"砌筑检查井

1.砌筑材料:砖

2.形状、断面尺寸:矩形砖砌90°四通雨水检查井

3.定型井名称、定型图号、井径及井深:雨水检查井矩形直线检查井深见图纸设计

4.连接井适用管径:D1000

5.混凝土、砂浆强度等级或配合比:详见06MS201-3-35",座,,1122.48,3075.07,91.08,1120.02,180.32,4468.95

,6-331,砖砌矩形直线污水检查井,座,1,1122.48,3075.07,91.08,1120.02,180.32,4468.95

88,040504001013,"砌筑检查井

1.砌筑材料:砖

2.形状、断面尺寸:矩形砖砌90°四通雨水检查井

3.定型井名称、定型图号、井径及井深:雨水检查井矩形直线检查井深见图纸设计

4.连接井适用管径:D1200

5.混凝土、砂浆强度等级或配合比:详见06MS201-3-35",座,,938.88,2655.39,97.79,958.43,154.3,3846.36

,6-323,砖砌矩形直线雨水检查井,座,1,938.88,2655.39,97.79,958.43,154.3,3846.36

89,040504001014,"砌筑检查井

1.砌筑材料:砖

2.形状、断面尺寸:矩形砖砌90°四通雨水检查井

3.定型井名称、定型图号、井径及井深:雨水检查井矩形直线检查井深见图纸设计

4.连接井适用管径:D1400

5.混凝土、砂浆强度等级或配合比:详见06MS201-3-35",座,,1302.48,3343.7,116.88,1310.82,211.04,4974.1

,6-326,砖砌矩形直线雨水检查井,座,1,1302.48,3343.7,116.88,1310.82,211.04,4974.1

90,040504001015,"砌筑检查井

1.砌筑材料:砖

2.形状、断面尺寸:扇形雨水检查井

3.定型井名称、定型图号、井径及井深:雨水检查井扇形检查井深见图纸设计

4.连接井适用管径:D800

5.混凝土、砂浆强度等级或配合比:详见06MS201-3-57",座,,856.8,2411.69,89,874.4,140.78,3498.27

,6-391,砖砌90°扇形雨水检查井,座,1,856.8,2411.69,89,874.4,140.78,3498.27

91,040504001016,"砌筑检查井

1.砌筑材料:砖

2.形状、断面尺寸:扇形雨水检查井

3.定型井名称、定型图号、井径及井深:雨水检查井扇形检查井深见图纸设计

4.连接井适用管径:D1000

5.混凝土、砂浆强度等级或配合比:详见06MS201-3-57",座,,1388.88,3207.85,118.07,1391.21,223.98,4938.78

,6-393,砖砌90°扇形雨水检查井,座,1,1388.88,3207.85,118.07,1391.21,223.98,4938.78

92,040504001017,"砌筑检查井

1.砌筑材料:砖

2.形状、断面尺寸:矩形砖砌90°四通雨水检查井

3.定型井名称、定型图号、井径及井深:雨水检查井矩形直线检查井深见图纸设计

4.连接井适用管径:D1200

5.混凝土、砂浆强度等级或配合比:详见06MS201-3-35",座,,818.64,2419.68,92.72,843.14,135.74,3466.78

,6-322,砖砌矩形直线雨水检查井,座,1,818.64,2419.68,92.72,843.14,135.74,3466.78

93,040504002004,"混凝土检查井（Y-4、29）

1.形状:矩形四通钢筋混凝土雨水检查井，

2.定形井图号、井径及井深:国标图集04S531-5-18，井径2000*1500mm，井深见设计

3.连接井适用管径:D800

4.混凝土砂浆等级:按设计

5.合成高分子防水涂膜防水层",座,,1302.48,3343.7,116.88,1310.82,211.04,4974.1

,6-326,砖砌矩形直线雨水检查井,座,1,1302.48,3343.7,116.88,1310.82,211.04,4974.1

94,040504002005,"混凝土检查井（Y-8、34）

1.形状:矩形四通钢筋混凝土雨水检查井，

2.定形井图号、井径及井深:国标图集04S531-5-18，井径2200*1700mm，井深见设计

3.连接井适用管径:D1000

4.混凝土砂浆等级:按设计

5.合成高分子防水涂膜防水层",座,,1302.48,3343.7,116.88,1310.82,211.04,4974.1

,6-326,砖砌矩形直线雨水检查井,座,1,1302.48,3343.7,116.88,1310.82,211.04,4974.1

95,040504002006,"混凝土检查井（Y-12、17、21）

1.形状:矩形四通钢筋混凝土雨水检查井，

2.定形井图号、井径及井深:国标图集04S531-5-18，井径2700*2050mm，井深见设计

3.连接井适用管径:D1200-1400

4.混凝土砂浆等级:按设计

5.合成高分子防水涂膜防水层",座,,1302.48,3343.7,116.88,1310.82,211.04,4974.1

,6-326,砖砌矩形直线雨水检查井,座,1,1302.48,3343.7,116.88,1310.82,211.04,4974.1

96,040504003001,"雨水进水井

1.砌筑材料:砖

2.定型井名称、定型图号、井径及井深:砖砌偏沟式双箅雨水口，井深1m内

3.砌筑形状:矩形，雨水篦子采用球墨铸铁

4.断面尺寸:详见06MS201-8-10页",座,,466.56,1045.74,87.45,515.13,82.93,1682.68

,6-411,边沟式雨水井(1450X415)深1.5m内,座,1,466.56,1045.74,87.45,515.13,82.93,1682.68

97,040504001018,"检查井加固

1.排水检查井加固,做法见排水检查井加固图纸设计,含钢筋.",座,,203.5,430.6,30.9,,,665

,补-1,检查井加固,座,1,203.5,430