市政道路工程清单报价

分部分项工程量清单综合单价分析表,,,,,,,,,

工程名称：,,,,,,,,,

序号,项目编码,项目名称,工程内容,综合单价分析,,,,,综合单价

,,,,人工费,材料费,机械费,管理费,利润,

,一,某路道路,,,,,,,

1,040101001001,"挖一般土方;二～四类,清表、道路路基及挡墙,含场内运输",,1.45,0.02,6.53,0.47,0.28,8.74

2,040103002001,"余方弃置;土或废弃物,弃场及运距自行考虑",,0.14,0.03,8.67,0.51,0.31,9.67

3,040103001001,"填方;路基及挡墙填方,含路肩整形和边坡整修",,0.14,0.04,3.15,0.19,0.12,3.64

4,040103001002,填方;路基6%灰土回填及桥台接坡段6%灰土回填,,3.45,18.60,7.25,0.62,0.38,30.30

5,040201002001,掺石灰;含灰量6%,,3.45,18.60,9.59,5.03,1.96,38.62

6,040201002002,掺石灰;含灰量3%,,1.72,9.30,4.80,2.51,0.98,19.31

7,040201012001,"土工布;渗水土工布,200克/平方米",,1.24,3.54,0.00,0.48,0.19,5.45

8,040201012002,"土工布;防渗复合土工布,200克/平方米加0.2mmPE膜",,1.24,7.01,0.00,0.48,0.19,8.93

9,040201014001,"盲沟;含软式透水管、粗砂、PE出水管,图示断面,图示规格",,17.29,26.93,0.00,6.74,2.59,53.56

10,040202002001,"石灰稳定土;15cm,人行道6%灰土,工作内容含人行道整形",,3.72,2.88,0.59,1.68,0.65,9.51

11,040202002002,"石灰稳定土;18cm,12%灰土,工作内容含路床整形",,1.35,6.76,3.17,1.76,0.68,13.72

12,040202002003,"石灰稳定土;20cm,12%灰土,工作内容含路床整形",,1.46,7.54,3.26,1.84,0.71,14.80

13,040202006001,"石灰、粉煤灰、碎(砾)石;二灰碎石,厚18cm,图示碎石规格,图示配合比",,0.82,35.50,1.16,0.77,0.30,38.56

14,040202006002,"石灰、粉煤灰、碎(砾)石;二灰碎石,厚36cm,图示碎石规格,图示配合比",,1.65,71.00,2.32,1.55,0.60,77.12

15,040204001001,"人行道块料铺设;4cm正六边形仿花岗岩道板（盲道板综合在内）,3cm1:3砂浆,5cmC15细石砼",,5.45,61.31,0.00,2.13,0.82,69.71

16,040204003001,"安砌侧(平、缘)石;C20砼侧平石,图示尺寸,图示形状,C15砼图示基础",,4.73,49.69,0.00,1.85,0.71,56.97

17,040204003002,"安砌侧(平、缘)石;C20砼平石,图示尺寸,图示形状,C15砼图示基础",,1.83,20.81,0.00,0.71,0.27,23.63

18,040204003003,"安砌侧(平、缘)石;双排金山石锁边,图示尺寸,图示形状,C30砼图示基础",,4.18,165.11,0.00,1.63,0.63,171.55

,二,某路雨水管道,,,,,,,

1,040101002001,"挖沟槽土方;二～四类,雨水管道,含场内运输",,10.83,0.00,11.90,1.33,0.80,24.85

2,040103001003,"填方;土,雨水沟槽",,19.64,0.00,9.96,1.73,1.04,32.37

3,040501002001,"混凝土管道铺设;无筋管,Φ200,承插口,120°砼基础",,8.04,36.19,0.48,3.15,1.36,49.22

4,040501002002,"混凝土管道铺设;有筋Ⅱ级管,Φ400,承插口,120°砼基础,10cm碎石垫层",,15.66,107.18,7.93,8.73,3.77,143.27

5,040501002003,"混凝土管道铺设;有筋Ⅱ级管,Φ500,承插口,120°砼基础,10cm碎石垫层",,19.45,153.63,9.45,10.69,4.62,197.85

6,040501002004,"混凝土管道铺设;有筋Ⅱ级管,Φ600,承插口,120°砼基础,10cm碎石垫层",,22.36,212.26,13.50,13.27,5.74,267.13

7,040501002005,"混凝土管道铺设;有筋Ⅱ级管,Φ700,承插口,120°砼基础,10cm碎石垫层",,28.01,272.61,16.23,16.37,7.08,340.30

8,040501002006,"混凝土管道铺设;有筋Ⅱ级管,Φ800,平口,120°砼基础,10cm碎石垫层",,20.84,265.05,6.82,10.23,4.42,307.37

9,040501002007,"混凝土管道铺设;有筋Ⅱ级管,Φ1000,平口,120°砼基础,10cm碎石垫层",,29.19,397.56,13.12,15.65,6.77,462.29

10,040504001001,"砌筑检查井;砖砌,Φ1000、深2.5m,02S515图集、重型球墨铸铁井盖,工作内容含井座加固",,172.95,1285.99,6.80,66.51,28.76,1561.01

11,040504001002,"砌筑检查井;砖砌,Φ1250、深3m,02S515图集、重型球墨铸铁井盖,工作内容含井座加固",,198.66,1513.87,7.80,76.39,33.03,1829.75

12,040504001003,"砌筑检查井;砖砌,Φ1500、深3.5m,02S515图集、重型球墨铸铁井盖,工作内容含井座加固",,254.52,1904.82,13.16,99.04,42.83,2314.38

13,040504001004,"砌筑检查井;砖砌井筒,Φ700、每增减0.5m,02S515图集",,11.13,80.95,0.00,4.12,1.78,97.97

14,040504003001,"雨水进水井;单篦雨水口,95S235图集(不计雨水口井盖座)",,61.64,256.02,0.82,23.11,9.99,351.58

,三,某路污水管道,,,,,,,

1,040101002002,"挖沟槽土方;二～四类,污水管道（其中UPVC管按公称直径计算挖土宽度）,含场内运输",,12.54,0.00,13.78,1.54,0.92,28.78

2,040103001004,"填方;土,污水沟槽",,17.89,0.00,9.08,1.58,0.95,29.49

3,040501002008,"混凝土管道铺设;有筋Ⅱ级管,Φ700(不计管道主材),承插口,120°砼基础,10cm碎石垫层",,28.00,272.46,16.22,10.91,4.72,332.31

4,040501006001,"塑料管道铺设;UPVC管,环刚度≥8kN/m2,DN400(不计管道及接口主材),10cm砂基础,砂包封至管顶20cm",,8.49,192.71,0.97,3.50,1.51,207.19

5,040501006002,"塑料管道铺设;UPVC管,环刚度≥8kN/m2,DN500(不计管道及接口主材),10cm砂基础,砂包封至管顶20cm",,10.26,285.17,1.19,4.23,1.83,302.67

6,040504001005,"砌筑检查井;砖砌,深2.5m、Φ1000,02S515图集、不计铸铁井盖座材料费,工作内容含井座加固",,167.19,1460.49,6.80,64.37,27.84,1726.68

7,040504001006,"砌筑检查井;砖砌,深3m、Φ1250,02S515图集、不计铸铁井盖座材料费,工作内容含井座加固",,239.06,1794.40,7.43,91.20,39.44,2171.52

8,040504001007,"砌筑检查井;砖砌井筒,Φ700、每增减0.5m,02S515图集",,11.13,80.95,0.00,4.12,1.78,97.97

,四,向南延伸段道路,,,,,,,

1,040101001002,"挖一般土方;二～四类,清表、道路路基及挡墙,含场内运输",,1.45,0.02,6.53,0.47,0.28,8.74

2,040103002002,"余方弃置;土或废弃物,弃场及运距自行考虑",,0.14,0.03,8.67,0.51,0.31,9.67

3,040103001005,"填方;路基及挡墙填方,含路肩整形和边坡整修",,0.14,0.04,3.15,0.19,0.12,3.64

4,040103001006,填方;路基6%灰土回填及桥台接坡段6%灰土回填,,3.66,18.77,7.85,0.67,0.40,31.36

5,040201002003,掺石灰;含灰量6%,,3.45,18.60,9.59,5.03,1.96,38.62

6,040201002004,掺石灰;含灰量3%,,1.72,9.30,4.80,2.51,0.98,19.31

7,040201012003,"土工布;渗水土工布,200克/平方米",,1.24,3.54,0.00,0.48,0.19,5.45

8,040201012004,"土工布;防渗复合土工布,200克/平方米加0.2mmPE膜",,1.24,7.01,0.00,0.48,0.19,8.93

9,040201014002,"盲沟;含软式透水管、粗砂、PE出水管,图示断面,图示规格",,17.29,26.93,0.00,6.74,2.59,53.55

10,040202002004,"石灰稳定土;15cm,人行道6%灰土,工作内容含人行道整形",,3.72,2.88,0.59,1.68,0.65,9.51

11,040202002005,"石灰稳定土;18cm,12%灰土,工作内容含路床整形",,1.27,6.69,2.93,1.64,0.63,13.16

12,040202002006,"石灰稳定土;20cm,12%灰土,工作内容含路床整形",,1.46,7.54,3.26,1.84,0.71,14.80

13,040202006003,"石灰、粉煤灰、碎(砾)石;二灰碎石,厚18cm,图示碎石规格,图示配合比",,0.82,35.50,1.16,0.77,0.30,38.56

14,040202006004,"石灰、粉煤灰、碎(砾)石;二灰碎石,厚36cm,图示碎石规格,图示配合比",,1.65,71.00,2.32,1.55,0.60,77.12

15,040204001002,"人行道块料铺设;4cm正六边形仿花岗岩道板（盲道板综合在内）,3cm1:3砂浆,5cmC15细石砼",,5.45,61.31,0.00,2.13,0.82,69.71

16,040204003004,"安砌侧(平、缘)石;C20砼侧平石,图示尺寸,图示形状,C15砼图示基础",,4.73,49.69,0.00,1.85,0.71,56.97

17,040204003005,"安砌侧(平、缘)石;C20砼平石,图示尺寸,图示形状,C15砼图示基础",,2.44,26.82,0.00,0.95,0.37,30.58

18,040204003006,"安砌侧(平、缘)石;C20砼锁边侧石,图示尺寸,图示形状,C15砼图示基础",,2.96,22.90,0.00,1.16,0.44,27.47

19,040302015001,"混凝土防撞护栏;栏杆（压顶及以上的图示内容,含C25砼、钢筋、钢构件、贴面等）",,37.66,341.26,10.68,18.85,7.25,415.69

20,040304002001,"浆砌块料;挡土墙,浆砌红砖,不含砂浆抹面,M10",,40.38,172.44,15.31,21.72,8.35,258.21

21,040304002002,"浆砌块料;挡土墙,M7.5浆砌块石,不含饰面,含沉降缝等工作内容",,34.82,144.41,2.67,14.62,5.62,202.14

22,040305004001,挡墙混凝土压顶;C25砼压顶(非栏杆部分),,40.44,331.00,0.00,15.77,6.07,393.27

23,040308001001,"水泥砂浆抹面;1：2水泥砂浆,厚2cm",,3.94,5.65,0.39,1.69,0.65,12.32

24,040308006001,"镶贴面层;挡墙表面花岗岩饰面,总厚5cm,面板2cm",,10.26,141.47,0.39,4.15,1.60,157.88

,五,向南延伸段雨水管道,,,,,,,

1,040101002003,"挖沟槽土方;二～四类,雨水管道,含场内运输",,10.14,0.00,11.14,1.24,0.75,23.27

2,040103001007,"填方;土,雨水沟槽",,16.52,0.00,8.38,1.45,0.87,27.23

3,040501002009,"混凝土管道铺设;无筋管,Φ200,承插口,120°砼基础",,8.03,36.16,0.48,3.15,1.36,49.19

4,040501002010,"混凝土管道铺设;有筋Ⅱ级管,Φ600,承插口,120°砼基础,10cm碎石垫层",,22.37,212.39,13.50,13.27,5.74,267.28

5,040501002011,"混凝土管道铺设;有筋Ⅱ级管,Φ800,平口,120°砼基础,10cm碎石垫层",,20.84,265.16,6.82,10.23,4.43,307.48

6,040501002012,"混凝土管道铺设;有筋Ⅱ级管,Φ1000,平口,120°砼基础,10cm碎石垫层",,29.10,398.27,13.14,15.63,6.76,462.91

7,040504001008,"砌筑检查井;砖砌,Φ1000、深2.5m,02S515图集、重型球墨铸铁井盖,工作内容含井座加固",,172.97,1286.31,6.81,66.52,28.76,1561.37

8,040504001009,"砌筑检查井;砖砌,Φ1250、深3m,02S515图集、重型球墨铸铁井盖,工作内容含井座加固",,198.64,1513.41,7.79,76.38,33.03,1829.25

9,040504001010,"砌筑检查井;砖砌,Φ1500、深3.5m,02S515图集、重型球墨铸铁井盖,工作内容含井座加固",,254.73,1908.98,13.26,99.16,42.88,2319.01

10,040504001011,"砌筑检查井;砖砌矩形一侧交汇,深3.5m、1650*1650mm,02S515图集、重型球墨铸铁井盖,含井座加固",,444.56,2179.81,13.66,169.54,73.31,2880.88

11,040504001012,"砌筑检查井;砖砌井筒,Φ700、每增减0.5m,02S515图集",,11.13,80.95,0.00,4.12,1.78,97.97

12,040504003002,"雨水进水井;单篦雨水口,95S235图集(不计雨水口井盖座)",,0.00,0.00,0.00,0.00,0.00,0.00

13,040504006001,"出水口;M10浆砌砖,一字式,Φ1000,95S223图集",,1441.39,6798.22,99.17,570.01,246.49,9155.28

,六,向南延伸段污水管道,,,,,,,

1,040101002004,"挖沟槽土方;二～四类,污水管道（其中UPVC管按公称直径计算挖土宽度）,含场内运输",,12.86,0.00,14.14,1.58,0.95,29.52

2,040103001008,"填方;土,污水沟槽",,22.42,0.00,11.37,1.97,1.19,36.95

3,040501006003,"塑料管道铺设;UPVC管,环刚度≥8kN/m2,DN400(不计管道及接口主材),10cm砂基础,砂包封至管顶20cm",,8.50,192.78,0.97,3.50,1.51,207.26

4,040504001013,"砌筑检查井;砖砌,深2.5m、Φ1000,02S515图集、不计铸铁井盖座材料费,工作内容含井座加固",,167.18,1460.33,6.80,64.37,27.84,1726.51

5,040504001014,"砌筑检查井;砖砌井筒,Φ700、每增减0.5m,02S515图集",,11.13,80.95,0.00,4.12,1.78,97.97

,七,拆除工程,,,,,,,

1,040801001001,"拆除路面;水泥砼路面或基层,厚15cm,不含废料外运",,2.50,0.05,2.86,2.09,0.80,8.30

2,040801001002,"拆除路面;水泥砼路面或基层,每增减1cm,不含废料外运",,0.17,0.00,0.19,0.14,0.05,0.55

3,040801002001,"拆除基层;碎石类基层,厚15cm,不含废料外运",,3.10,0.00,0.00,1.21,0.47,4.78

4,040801002002,"拆除基层;碎石类基层,每增减1cm,不含废料外运",,0.21,0.00,0.00,0.08,0.03,0.32

5,040801003001,"拆除人行道;道板面层,厚4～8cm,不含废料外运",,0.66,0.00,0.00,0.26,0.10,1.01

6,040801004001,"拆除侧缘石;侧石(不含基础),不含废料外运",,0.79,0.00,0.00,0.31,0.12,1.21

7,040801004002,"拆除侧缘石;平石(不含基础),不含废料外运",,0.52,0.00,0.00,0.20,0.08,0.80

8,040801006001,"拆除砖石结构;砖砌体,不含废料外运",,25.18,0.00,0.00,9.82,3.78,38.77

9,040801006002,"拆除砖石结构;石砌体,不含废料外运",,29.46,0.00,0.00,11.49,4.42,45.37

10,040801007001,"拆除混凝土结