新湖路给水管网改造工程(带定额)

分部分项工程量清单报价表,,,,,,,

,,,,,,,,

工程名称:新湖路给水管网改造工程,,,,,第1页，共12页,,

序号,子目编号,子目名称,项目特征,单位,工程量,综合单价,合价

,,铸铁管及管件部分,,,,,891412.72

1,040501003001,铸铁管,"1.材质及规格:球墨铸铁管K9DN300*7.2mm（工作压力为0.6MPa,试压压力1.1MPa。）

2.垫层、基础材质及厚度:150mm厚中粗砂垫层

3.接口方式:梯唇形橡胶圈接口

4.外壁采用环氧煤沥青涂料防腐，防腐等级为四油一布；内防腐采用离心水泥砂浆衬里，内防腐技术标准参照CECS10：89。

5.管道检验及试验要求:冲洗、消毒、试压",m,1988.350,418.35,831826.22

,W5-70,非定型井、渠、管道基础垫层.砂,,10m3,27.618,2696.59,74477.51

,W1-115,球墨铸铁管安装(胶圈接口)公称直径300mm以内,,10m,198.835,2775.53,551895.37

,W1-254,管道消毒冲洗公称直径350mm以内,,100m,19.884,363.55,7228.95

,W1-233,管道试压公称直径300mm以内,,100m,19.884,606.38,12057.46

,W4-4,环氧煤沥青漆加强级一底一布三油,,10m2,203.535,914.63,186166.93

2,040501003002,铸铁管,"1.材质及规格:球墨铸铁管K9DN200*6.4mm（工作压力为0.6MPa,试压压力1.1MPa。）

2.垫层、基础材质及厚度:150mm厚中粗砂垫层

3.接口方式:梯唇形橡胶圈接口

4.外壁采用环氧煤沥青涂料防腐，防腐等级为四油一布；内防腐采用离心水泥砂浆衬里，内防腐技术标准参照CECS10：89。

5.管道检验及试验要求:冲洗、消毒、试压",m,120.950,277.97,33620.47

,W5-70,非定型井、渠、管道基础垫层.砂,,10m3,1.491,2696.59,4021.02

,W1-113,球墨铸铁管安装(胶圈接口)公称直径200mm以内,,10m,12.095,1737.57,21017.99

,W1-251,管道消毒冲洗公称直径200mm以内,,100m,1.210,211.42,255.74

,W1-232,管道试压公称直径200mm以内,,100m,1.210,507.36,613.71

,W4-4,环氧煤沥青漆加强级一底一布三油,,10m2,8.431,914.63,7712.01

分部分项工程量清单报价表,,,,,,,

,,,,,,,,

工程名称:新湖路给水管网改造工程,,,,,第2页，共12页,,

序号,子目编号,子目名称,项目特征,单位,工程量,综合单价,合价

3,040501003003,铸铁管,"1.材质及规格:球墨铸铁管K9DN100*6.1mm（工作压力为0.6MPa,试压压力1.1MPa。）

2.垫层、基础材质及厚度:150mm厚中粗砂垫层

3.接口方式:梯唇形橡胶圈接口

4.外壁采用环氧煤沥青涂料防腐，防腐等级为四油一布；内防腐采用离心水泥砂浆衬里，内防腐技术标准参照CECS10：89。

5.管道检验及试验要求:冲洗、消毒、试压",m,19.350,165.90,3210.17

,W5-70,非定型井、渠、管道基础垫层.砂,,10m3,0.208,2696.59,560.90

,W1-112,球墨铸铁管安装(胶圈接口)公称直径150mm以内[柔性离心球墨承插铸铁给水管DN100],,10m,1.935,983.47,1903.06

,W1-250,管道消毒冲洗公称直径100mm以内,,100m,0.194,134.53,26.03

,W1-231,管道试压公称直径100mm以内,,100m,0.194,332.73,64.38

,W4-4,环氧煤沥青漆加强级一底一布三油,,10m2,0.717,914.63,655.80

4,040502001003,铸铁管管件,"1.材质:球墨铸铁K9

2.规格:DN300*200异径全承三通",个,14.000,552.39,7733.46

,W2-258,铸铁管件安装(胶圈接口)公称直径300mm以内[DN300*200异径全承三通],,个,14.000,552.39,7733.46

5,040502001001,铸铁管管件,"1.材质:球墨铸铁K9

2.规格:DN300*100异径全承三通",个,16.000,477.62,7641.92

,W2-258,铸铁管件安装(胶圈接口)公称直径300mm以内[DN300*100异径全承三通],,个,16.000,477.62,7641.92

6,040502001004,铸铁管管件,"1.材质:球墨铸铁K9

2.规格:DN30045°双承弯头",个,16.000,461.28,7380.48

,W2-258,铸铁管件安装(胶圈接口)公称直径300mm以内[DN30045°双承弯头],,个,16.000,461.28,7380.48

,,PE管及管件部分,,,,,861.21

7,040501004001,塑料管,"1.垫层、基础材质及厚度:150mm厚砂垫层

2.材质及规格:HDPEPE100dn60PN=1.6MPa

3.连接形式:电熔连接

4.管道检验及试验要求:管道试压、冲洗、消毒",m,12.650,68.08,861.21

,W5-70,非定型井、渠、管道基础垫层.砂,,10m3,0.176,2696.59,474.52

分部分项工程量清单报价表,,,,,,,

,,,,,,,,

工程名称:新湖路给水管网改造工程,,,,,第3页，共12页,,

序号,子目编号,子目名称,项目特征,单位,工程量,综合单价,合价

,B1-33,聚乙烯燃气管安装(电熔连接)管外径(mm以内)63[HDPEPE100dn60PN=1.6MPa],,10m,1.265,262.85,332.45

,W1-231,管道试压公称直径100mm以内,,100m,0.127,332.73,42.08

,W1-249,管道消毒冲洗公称直径50mm以内,,100m,0.127,96.15,12.16

,,消火栓、阀门及阀门井,,,,,230686.88

8,040502010002,消火栓,"1.名称:室外地上式新型防撞式消火栓

2.规格:SS100/65-1.0

3.安装部位:室外

4.C20混凝土支墩400x400x100

5.做法详见13S201-13",个,18.000,802.07,14437.26

,W3-120,地上式消防栓安装[室外地上式新型防撞式消火栓SS100/65-1.0],,个,18.000,787.21,14169.62

,W5-64换,管道支墩(挡墩)无筋(每处)5m3以下,,10m3,0.029,9229.12,267.64

9,040502005003,阀门,"1.种类:软密封闸阀Z45X-1.0

2.规格:DN300

3.加装伸缩节",个,6.000,4871.32,29227.92

,B3-47,焊接法兰阀门安装公称直径300mm以内[软密封闸阀Z45X-1.0DN300],,个,6.000,3102.21,18613.26

,3081-311,法兰式套筒伸缩器安装（焊接）DN300,,个,6.000,1769.11,10614.66

10,040502005001,阀门,"1.种类:软密封闸阀Z45X-1.0

2.规格:DN200

3.加装伸缩节",个,12.000,2445.16,29341.92

,B3-45,焊接法兰阀门安装公称直径200mm以内[软密封闸阀Z45X-1.0DN200],,个,12.000,1456.48,17477.76

,3081-310,法兰式套筒伸缩器安装（焊接）DN200,,个,12.000,988.68,11864.16

11,040502005004,阀门,"1.种类:铜杆闸阀Z45T-1.0

2.规格:DN60",个,2.000,246.43,492.86

,B3-39,焊接法兰阀门安装公称直径50mm以内[铜杆闸阀Z45T-1.0DN50],,个,2.000,246.43,492.86

12,040504002001,混凝土井(DN300),"1.名称:地面操作钢筋混凝土矩形立式闸阀井（井深1.8m）

(2)规格：1300*1300mm

(3)做法详见07MS101-2-66",座,6.000,7305.91,43835.46

,P3-4,非定型井混凝土垫层,,10m3,0.192,6533.05,1254.35

,P5-19换,现浇钢筋混凝土半地下室平池底.厚度50cm以内[C25预拌普通混凝土(粒径20mm)],,10m3,0.307,6085.76,1868.33

分部分项工程量清单报价表,,,,,,,

,,,,,,,,

工程名称:新湖路给水管网改造工程,,,,,第4页，共12页,,

序号,子目编号,子目名称,项目特征,单位,工程量,综合单价,合价

,P5-29换,现浇钢筋混凝土池直、矩形池壁.厚度20cm以内[C25预拌普通混凝土(粒径20mm)],,10m3,0.941,7353.47,6919.62

,P7-81,现浇构件钢筋.直径10mm以内,,t,1.980,4988.89,9878.00

,P3-98换,井室盖板预制[C25预拌普通混凝土(粒径20mm)],,10m3,0.156,8260.54,1288.64

,P3-109,矩形井室盖板安装.每块体积在0.3立方米以内,,10m3,0.156,3084.91,481.25

,P3-24,非定型井圈制作,,10m3,0.360,6526.44,2349.52

,Q5-3,预制砼钢筋制作、安装φ10mm以内,,t,0.642,5754.63,3694.47

,M3-62换,"井盖安装铸铁盖、座[湿拌抹灰砂浆m5.0设计稠度90~110（凝结时间8-12小时）,湿拌砌筑砂浆m7.5设计稠度60~90（凝结时间8-12小时）]",,套,6.000,553.60,3321.60

,B2-128,刚性防水套管制安公称直径300mm以内,,个,12.000,1052.15,12625.78

,独立费,塑钢踏步,,个,30.000,5.13,153.90

13,040504002002,混凝土井(DN200),"1.名称:地面操作钢筋混凝土矩形立式闸阀井（井深1.8m）

(2)规格：1300*1300mm

(3)做法详见07MS101-2-66",座,12.000,6701.41,80416.92

,P3-4,非定型井混凝土垫层,,10m3,0.384,6533.05,2508.69

,P5-19换,现浇钢筋混凝土半地下室平池底.厚度50cm以内[C25预拌普通混凝土(粒径20mm)],,10m3,0.614,6085.76,3736.66

,P5-29换,现浇钢筋混凝土池直、矩形池壁.厚度20cm以内[C25预拌普通混凝土(粒径20mm)],,10m3,1.882,7353.47,13839.23

,P7-81,现浇构件钢筋.直径10mm以内,,t,3.960,4988.89,19755.98

,P3-98换,井室盖板预制[C25预拌普通混凝土(粒径20mm)],,10m3,0.312,8260.54,2577.29

,P3-109,矩形井室盖板安装.每块体积在0.3立方米以内,,10m3,0.312,3084.91,962.49

,P3-24,非定型井圈制作,,10m3,0.720,6526.44,4699.04

,Q5-3,预制砼钢筋制作、安装φ10mm以内,,t,1.284,5754.63,7388.94

分部分项工程量清单报价表,,,,,,,

,,,,,,,,

工程名称:新湖路给水管网改造工程,,,,,第5页，共12页,,

序号,子目编号,子目名称,项目特征,单位,工程量,综合单价,合价

,M3-62换,"井盖安装铸铁盖、座[湿拌抹灰砂浆m5.0设计稠度90~110（凝结时间8-12小时）,湿拌砌筑砂浆m7.5设计稠度60~90（凝结时间8-12小时）]",,套,12.000,553.60,6643.20

,B2-126,刚性防水套管制安公称直径200mm以内,,个,24.000,749.90,17997.60

,独立费,塑钢踏步,,个,60.000,5.13,307.80

14,040504002003,混凝土井(DN60),"1.名称:地面操作钢筋混凝土矩形立式闸阀井（井深1.2m）

(2)规格：1100*1100mm

(3)做法详见07MS101-2-66",座,2.000,4830.73,9661.46

,P3-4,非定型井混凝土垫层,,10m3,0.052,6533.05,339.72

,P5-19换,现浇钢筋混凝土半地下室平池底.厚度50cm以内[C25预拌普通混凝土(粒径20mm)],,10m3,0.078,6085.76,474.69

,P5-29换,现浇钢筋混凝土池直、矩形池壁.厚度20cm以内[C25预拌普通混凝土(粒径20mm)],,10m3,0.180,7353.47,1323.62

,P7-81,现浇构件钢筋.直径10mm以内,,t,0.432,4988.89,2155.18

,P3-98换,井室盖板预制[C25预拌普通混凝土(粒径20mm)],,10m3,0.036,8260.54,297.38

,P3-109,矩形井室盖板安装.每块体积在0.3立方米以内,,10m3,0.036,3084.91,111.06

,P3-24,非定型井圈制作,,10m3,0.148,6526.44,965.91

,Q5-3,预制砼钢筋制作、安装φ10mm以内,,t,0.224,5754.63,1289.04

,M3-62换,"井盖安装铸铁盖、座[湿拌抹灰砂浆m5.0设计稠度90~110（凝结时间8-12小时）,湿拌砌筑砂浆m7.5设计稠度60~90（凝结时间8-12小时）]",,套,2.000,553.60,1107.20

,B2-122,刚性防水套管制安公称直径80mm以内,,个,4.000,386.59,1546.36

,独立费,塑钢踏步,,个,10.000,5.13,51.30

15,040504001003,排泥阀井φ1200,"1.名称:砖砌排泥阀井（井深1.5m）

2.规格:D1200

3.阀门井内球墨铸铁爬梯需刷环氧煤沥青两道

4.dn100钢筋混凝土排泥管安装

5.具体做法详见07MS101-2/58",座,2.000,4911.98,9823.96

,P3-4,非定型井混凝土垫层[C10预拌普通混凝土(粒径20mm)],,10m3,0.068,6533.05,444.25

分部分项工程量清单报价表,,,,,,,

,,,,,,,,

工程名称:新湖路给水管网改造工程,,,,,第6页，共12页,,

序号,子目编号,子目名称,项目特征,单位,工程量,综合单价,合价

,W5-79换,非定型井、渠、管道基座.混凝土基础,,10m3,0.112,10344.10,1158.55

,P3-5换,砖砌圆形非定型井[湿拌砌筑砂浆m10设计稠度60~90（凝结时间8-12小时）],,10m3,0.608,6605.20,4015.99

,3112-80换,一般钢结构沥青漆第一遍,,100kg,0.516,55.67,28.72

,3112-81换,一般钢结构沥青漆第二遍,,100kg,0.516,55.19,28.47

,P7-82换,现浇构件钢筋.直径20mm以内[φ12-14螺纹二级钢筋],,t,0.122,4001.26,488.15

,P3-12换,非定型井内侧砖墙抹灰[湿拌抹灰砂浆m5.0设计稠度90~110（凝结时间8-12小时）],,100m2,0.126,4035.19,509.24

,P3-12换,非定型井外侧砖墙抹灰[湿拌抹灰砂浆m5.0设计稠度90~110（凝结时间8-12小时）],,100m2,0.181,4035.19,728.35

,P3-98换,井室盖板预制[C25预拌普通混凝土(粒径20mm)],,10m3,0.044,8260.54,363.46

,P3-106换,盖板安装[湿拌抹灰砂浆m5.0设计稠度90~110（凝结时间8-12小时）],,10m3,0.044,1957.83,86.14

,Q5-3,预制砼钢筋制作、安装φ10mm以内,,t,0.082,5754.63,471.88

,M3-62换,"井盖安装铸铁盖、座[湿拌抹灰砂浆m5.0设计稠度90~110（凝结时间8-12小时）,湿拌砌筑砂浆m7.5设计稠度60~90（凝结时间8-12小时）]",,套,2.000,553.60,1107.21

,P1-90,平接(企口)式管道铺设.人工下管.管径200mm以内[dn100钢筋混凝土排泥管],,100m,0.100,3935.48,393.55

16,040504001004,排泥湿井φ1000,"1.名称:砖砌排泥湿井（井深1.5m）

2.规格:D1000

3.阀门井内球墨铸铁爬梯需刷环氧煤沥青两道

4.具体做法详见07MS101-2/59",座,2.000,2366.89,4733.78

,P3-4,非定型井混凝土垫层[C10预拌普通混凝土(粒径20mm)],,10m3,0.056,6533.05,365.85

,W5-79换,非定型井、渠、管道基座.混凝土基础[C25预拌普通混凝土(粒径20mm)],,10m3,0.088,10344.10,910.27

分部分项工程量清单报价表,,,,,,,

,,,,,,,,

工程名称:新湖路给水管网改造工程,,,,,第7页，共12页,,

序号,子目编号,子目名称,项目特征,单位,工程量,综合单价,合价

,P3-5换,砖砌圆形非定型井[湿拌砌筑砂浆m10设计稠度60~90（凝结时间8-12小时）],,10m3,0.224,6605.20,1479.54

,3112-80换,一般钢结构沥青漆第一遍,,100kg,0.190,55.67,10.58

,3112-81换,一般钢结构沥青漆第二遍,,100kg,0.190,55.19,10.49

,C7-8换,"水泥砂浆抹面[1:2水泥防水砂浆,湿拌抹灰砂浆m10设计稠度90~110（凝结时间8-12小时）]",,100m2,0.187,4547.20,849.86

,M3-62换,"井盖安装铸铁盖、座[湿拌抹灰砂浆m5.0设计稠度90~110（凝结时间8-12小时）,湿拌砌筑砂浆m7.5设计稠度60~90（凝结时间8-12小时）]",,套,2.000,553.60,1107.19

17,040504001005,砌筑井（排气井)Φ1200,"1.名称:砖砌圆形排气井（井深1.75m）

2.规格:D1200

3.阀门井内球墨铸铁爬梯需刷环氧煤沥青两道

4.具体做法详见07MS101-2/52",座,2.000,4357.67,8715.34

,P3-4,非定型井混凝土垫层,,10m3,0.068,6533.05,444.25

,W5-79换,非定型井、渠、管道基座.混凝土基础,,10m3,0.112,10344.10,1158.54

,P3-5换,砖砌圆形非定型井[湿拌砌筑砂浆m10设计稠度60~90（凝结时间8-12小时）],,10m3,0.686,6605.20,4531.20

,3112-80换,一般钢结构沥青漆第一遍,,100kg,0.582,55.67,32.40

,3112-81换,一般钢结构沥青漆第二遍,,100kg,0.582,55.19,32.12

,P7-82换,现浇构件钢筋.直径20mm以内[φ12-14螺纹二级钢筋],,t,0.122,4001.26,488.15

,P3-98换,井室盖板预制[C25预拌普通混凝土(粒径20mm)],,10m3,0.044,8260.54,363.46

,P3-106换,盖板安装[湿拌抹灰砂浆m5.0设计稠度90~110（凝结时间8-12小时）],,10m3,0.044,1957.83,86.14

,Q5-3,预制砼钢筋制作、安装φ10mm以内,,t,0.082,5754.63,471.88

分部分项工程量清单报价表,,,,,,,

,,,,,,,,

工程名称:新湖路给水管网改造工程,,,,,第8页，共12页,,

序号,子目编号,子目名称,项目特征,单位,工程量,综合单价,合价

,M3-62换,"井盖安装铸铁盖、座[湿拌抹灰砂浆m5.0设计稠度90~110（凝结时间8-12小时）,湿拌砌筑砂浆m7.5设计稠度60~90（凝结时间8-12小时）]",,套,2.000,553.60,1107.20

,,标志桩及支墩,,,,,44132.52

18,040503002001,混凝土支墩,"(1)C20混凝土支墩

(2)支墩尺寸和做法详见标准图集10S505.",m3,46.000,922.92,42454.32

,W5-64换,管道支墩(挡墩)无筋(每处)5m3以下[C20预拌普通混凝土(粒径20mm)],,10m3,4.600,9229.12,42454.32

19,040503002002,混凝土支墩(阀门支墩),"(1)C20混凝土支墩

(2)支墩尺寸和做法详见图集",m3,20.000,83.91,1678.20

,W5-64,管道支墩(挡墩)无筋(每处)5m3以下,,10m3,0.187,8973.60,1678.20

,,六、新旧管连接,,,,,33707.97

20,040501014001,新旧管连接,"1.名称:碰口

2.规格:DN300*400",处,1.000,4612.90,4612.90

,W1-181,铸铁管新旧管连接(青铅接口)公称直径400mm以内,,处,1.000,4612.90,4612.90

21,040501014003,新旧管连接,"1.名称:碰口

2.规格:DN300*300",处,1.000,3239.91,3239.91

,W1-180,铸铁管新旧管连接(青铅接口)公称直径300mm以内,,处,1.000,3239.91,3239.91

22,040501014004,新旧管连接,"1.名称:碰口

2.规格:DN200",处,12.000,1944.18,23330.16

,W1-179,铸铁管新旧管连接(青铅接口)公称直径200mm以内,,处,12.000,1944.18,23330.16

23,040501014005,新旧管连接,"1.名称:碰口

2.规格:DN60",处,2.000,1262.50,2525.00

,W1-178,铸铁管新旧管连接(青铅接口)公称直径100mm以内,,处,2.000,1262.50,2525.00

,,路面拆除及恢复,,,,,679552.16

24,041001001001,拆除混凝土路面(市政机动）,"1.材质:混凝土路面及垫层

2.厚度:65cm

3.切缝机切缝",m2,1885.910,66.91,126186.24

,C8-13换,液压岩石破碎机破碎混凝土类面层.厚底15cm内(实际厚度:65cm),,100m2,18.859,4471.66,84324.88

,L4-78,水泥混凝土路面伸缩缝锯缝机锯缝,,每10延米,409.034,102.35,41861.36

分部分项工程量清单报价表,,,,,,,

,,,,,,,,

工程名称:新湖路给水管网改造工程,,,,,第9页，共12页,,

序号,子目编号,子目名称,项目特征,单位,工程量,综合单价,合价

25,040103002002,余方弃置(市政机动）,"1.废弃料品种:松散石方

2.运距:15km",m3,1225.840,46.78,57344.80

,C1-123换,挖掘机挖、自卸汽车运松散石方.运距1km以内(实际运距:15km),,1000m3,0.471,50164.29,23641.15

,C1-121换,挖掘机挖石碴、自卸汽车运碴.运距1km以内(实际运距:15km),,1000m3,0.754,44697.94,33703.65

26,040202001001,路床(槽)整形(市政机动）,"1.工作内容:夯实基层

2.密实度:≥95%",m2,1885.910,1.43,2696.85

,C1-105,机械原土夯实(槽、坑),,100m2,18.859,143.02,2696.85

27,040202003002,水泥稳定土(市政机动）,"1.水泥含量:4%水泥稳定石粉渣

2.压实厚度:20cm",m2,1885.910,41.29,77869.22

,L3-9换,"拌合机沿路拌合水泥石粉渣基层,水泥含量4%,压实厚度15cm(实际厚度:20cm)",,100m2,18.859,4128.40,77869.22

28,040202003001,水泥稳定土(市政机动）,"1.水泥含量:6%水泥稳定石粉渣

2.压实厚度:20cm",m2,1885.910,44.11,83187.49

,L3-11换,"拌合机沿路拌合水泥石粉渣基层,水泥含量6%,压实厚度15cm(实际厚度:20cm)",,100m2,18.859,4410.70,83187.49

29,040203007001,水泥混凝土路面(市政机动）,"1.名称:水泥混凝土路面

2.混凝土强度等级:C35，抗折45#

3.压实厚度:25cm

4.路面养生",m2,1885.910,166.07,313193.07

,L4-69换,水泥混凝土路面现浇水泥砼路面厚度24cm(实际厚度:25cm),,100m2,18.859,16319.44,307781.25

,L4-81,水泥混凝土路面水泥混凝土路面养生、真空吸水草袋养护,,100m2,18.859,286.95,5411.82

30,041001001002,拆除混凝土路面(社区机动）,"1.材质:混凝土路面及垫层

2.厚度:42cm

3.切缝机切缝",m2,47.640,53.36,2542.07

,C8-13换,液压岩石破碎机破碎混凝土类面层.厚底15cm内(实际厚度:42cm),,100m2,0.476,2846.21,1355.77

,L4-78,水泥混凝土路面伸缩缝锯缝机锯缝,,每10延米,11.592,102.35,1186.30

31,040103002001,余方弃置(社区机动）,"1.废弃料品种:松散石方

2.运距:15km",m3,20.010,47.55,951.48

,C1-123换,挖掘机挖、自卸汽车运松散石方.运距1km以内(实际运距:15km),,1000m3,0.010,50164.29,525.60

,C1-121换,挖掘机挖石碴、自卸汽车运碴.运距1km以内(实际运距:15km),,1000m3,0.010,44697.94,425.88

分部分项工程量清单报价表,,,,,,,

,,,,,,,,

工程名称:新湖路给水管网改造工程,,,,,第10页，共12页,,

序号,子目编号,子目名称,项目特征,单位,工程量,综合单价,合价

32,040202001002,路床(槽)整形(社区机动）,"1.工作内容:夯实基层

2.密实度:≥95%",m2,47.640,1.43,68.13

,C1-105,机械原土夯实(槽、坑),,100m2,0.476,143.02,68.13

33,040202003003,水泥稳定土(社区机动）,"1.水泥含量:6%水泥稳定石粉渣

2.压实厚度:20cm",m2,47.640,44.11,2101.40

,L3-11换,"拌合机沿路拌合水泥石粉渣基层,水泥含量6%,压实厚度15cm(实际厚度:20cm)",,100m2,0.476,4410.70,2101.40

34,040203007002,水泥混凝土路面(社区机动）,"1.名称:水泥混凝土路面

2.混凝土强度等级:C35，抗折45#

3.压实厚度:22cm

4.路面养生",m2,47.640,147.75,7038.81

,L4-68,水泥混凝土路面现浇水泥砼路面厚度22cm,,100m2,0.476,14486.31,6902.09

,L4-81,水泥混凝土路面水泥混凝土路面养生、真空吸水草袋养护,,100m2,0.476,286.95,136.72

35,041001001003,拆除混凝土路面(社区非机动）,"1.材质:混凝土路面及垫层

2.厚度:35cm

3.切缝机切缝",m2,29.360,50.13,1471.82

,C8-13换,液压岩石破碎机破碎混凝土类面层.厚底15cm内(实际厚度:35cm),,100m2,0.294,2351.53,690.44

,L4-78,水泥混凝土路面伸缩缝锯缝机锯缝,,每10延米,7.634,102.35,781.38

36,040103002003,余方弃置(社区非机动）,"1.废弃料品种:松散石方

2.运距:15km",m3,10.280,47.04,483.57

,C1-123换