市政道路工程清單報(bào)價(jià)

分部分項(xiàng)工程量清單綜合單價(jià)分析表,,,,,,,,,

工程名稱：,,,,,,,,,

序號(hào),項(xiàng)目編碼,項(xiàng)目名稱,工程內(nèi)容,綜合單價(jià)分析,,,,,綜合單價(jià)

,,,,人工費(fèi),材料費(fèi),機(jī)械費(fèi),管理費(fèi),利潤,

,一,某路道路,,,,,,,

1,040101001001,"挖一般土方;二～四類,清表、道路路基及擋墻,含場(chǎng)內(nèi)運(yùn)輸",,1.45,0.02,6.53,0.47,0.28,8.74

2,040103002001,"余方棄置;土或廢棄物,棄場(chǎng)及運(yùn)距自行考慮",,0.14,0.03,8.67,0.51,0.31,9.67

3,040103001001,"填方;路基及擋墻填方,含路肩整形和邊坡整修",,0.14,0.04,3.15,0.19,0.12,3.64

4,040103001002,填方;路基6%灰土回填及橋臺(tái)接坡段6%灰土回填,,3.45,18.60,7.25,0.62,0.38,30.30

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

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

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

8,040201012002,"土工布;防滲復(fù)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,"盲溝;含軟式透水管、粗砂、PE出水管,圖示斷面,圖示規(guī)格",,17.29,26.93,0.00,6.74,2.59,53.56

10,040202002001,"石灰穩(wěn)定土;15cm,人行道6%灰土,工作內(nèi)容含人行道整形",,3.72,2.88,0.59,1.68,0.65,9.51

11,040202002002,"石灰穩(wěn)定土;18cm,12%灰土,工作內(nèi)容含路床整形",,1.35,6.76,3.17,1.76,0.68,13.72

12,040202002003,"石灰穩(wěn)定土;20cm,12%灰土,工作內(nèi)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(礫)石;二灰碎石,厚18cm,圖示碎石規(guī)格,圖示配合比",,0.82,35.50,1.16,0.77,0.30,38.56

14,040202006002,"石灰、粉煤灰、碎(礫)石;二灰碎石,厚36cm,圖示碎石規(guī)格,圖示配合比",,1.65,71.00,2.32,1.55,0.60,77.12

15,040204001001,"人行道塊料鋪設(shè);4cm正六邊形仿花崗巖道板（盲道板綜合在內(nèi)）,3cm1:3砂漿,5cmC15細(xì)石砼",,5.45,61.31,0.00,2.13,0.82,69.71

16,040204003001,"安砌側(cè)(平、緣)石;C20砼側(cè)平石,圖示尺寸,圖示形狀,C15砼圖示基礎(chǔ)",,4.73,49.69,0.00,1.85,0.71,56.97

17,040204003002,"安砌側(cè)(平、緣)石;C20砼平石,圖示尺寸,圖示形狀,C15砼圖示基礎(chǔ)",,1.83,20.81,0.00,0.71,0.27,23.63

18,040204003003,"安砌側(cè)(平、緣)石;雙排金山石鎖邊,圖示尺寸,圖示形狀,C30砼圖示基礎(chǔ)",,4.18,165.11,0.00,1.63,0.63,171.55

,二,某路雨水管道,,,,,,,

1,040101002001,"挖溝槽土方;二～四類,雨水管道,含場(chǎng)內(nèi)運(yùn)輸",,10.83,0.00,11.90,1.33,0.80,24.85

2,040103001003,"填方;土,雨水溝槽",,19.64,0.00,9.96,1.73,1.04,32.37

3,040501002001,"混凝土管道鋪設(shè);無筋管,Φ200,承插口,120°砼基礎(chǔ)",,8.04,36.19,0.48,3.15,1.36,49.22

4,040501002002,"混凝土管道鋪設(shè);有筋Ⅱ級(jí)管,Φ400,承插口,120°砼基礎(chǔ),10cm碎石墊層",,15.66,107.18,7.93,8.73,3.77,143.27

5,040501002003,"混凝土管道鋪設(shè);有筋Ⅱ級(jí)管,Φ500,承插口,120°砼基礎(chǔ),10cm碎石墊層",,19.45,153.63,9.45,10.69,4.62,197.85

6,040501002004,"混凝土管道鋪設(shè);有筋Ⅱ級(jí)管,Φ600,承插口,120°砼基礎(chǔ),10cm碎石墊層",,22.36,212.26,13.50,13.27,5.74,267.13

7,040501002005,"混凝土管道鋪設(shè);有筋Ⅱ級(jí)管,Φ700,承插口,120°砼基礎(chǔ),10cm碎石墊層",,28.01,272.61,16.23,16.37,7.08,340.30

8,040501002006,"混凝土管道鋪設(shè);有筋Ⅱ級(jí)管,Φ800,平口,120°砼基礎(chǔ),10cm碎石墊層",,20.84,265.05,6.82,10.23,4.42,307.37

9,040501002007,"混凝土管道鋪設(shè);有筋Ⅱ級(jí)管,Φ1000,平口,120°砼基礎(chǔ),10cm碎石墊層",,29.19,397.56,13.12,15.65,6.77,462.29

10,040504001001,"砌筑檢查井;磚砌,Φ1000、深2.5m,02S515圖集、重型球墨鑄鐵井蓋,工作內(nèi)容含井座加固",,172.95,1285.99,6.80,66.51,28.76,1561.01

11,040504001002,"砌筑檢查井;磚砌,Φ1250、深3m,02S515圖集、重型球墨鑄鐵井蓋,工作內(nèi)容含井座加固",,198.66,1513.87,7.80,76.39,33.03,1829.75

12,040504001003,"砌筑檢查井;磚砌,Φ1500、深3.5m,02S515圖集、重型球墨鑄鐵井蓋,工作內(nèi)容含井座加固",,254.52,1904.82,13.16,99.04,42.83,2314.38

13,040504001004,"砌筑檢查井;磚砌井筒,Φ700、每增減0.5m,02S515圖集",,11.13,80.95,0.00,4.12,1.78,97.97

14,040504003001,"雨水進(jìn)水井;單篦雨水口,95S235圖集(不計(jì)雨水口井蓋座)",,61.64,256.02,0.82,23.11,9.99,351.58

,三,某路污水管道,,,,,,,

1,040101002002,"挖溝槽土方;二～四類,污水管道（其中UPVC管按公稱直徑計(jì)算挖土寬度）,含場(chǎng)內(nèi)運(yùn)輸",,12.54,0.00,13.78,1.54,0.92,28.78

2,040103001004,"填方;土,污水溝槽",,17.89,0.00,9.08,1.58,0.95,29.49

3,040501002008,"混凝土管道鋪設(shè);有筋Ⅱ級(jí)管,Φ700(不計(jì)管道主材),承插口,120°砼基礎(chǔ),10cm碎石墊層",,28.00,272.46,16.22,10.91,4.72,332.31

4,040501006001,"塑料管道鋪設(shè);UPVC管,環(huán)剛度≥8kN/m2,DN400(不計(jì)管道及接口主材),10cm砂基礎(chǔ),砂包封至管頂20cm",,8.49,192.71,0.97,3.50,1.51,207.19

5,040501006002,"塑料管道鋪設(shè);UPVC管,環(huán)剛度≥8kN/m2,DN500(不計(jì)管道及接口主材),10cm砂基礎(chǔ),砂包封至管頂20cm",,10.26,285.17,1.19,4.23,1.83,302.67

6,040504001005,"砌筑檢查井;磚砌,深2.5m、Φ1000,02S515圖集、不計(jì)鑄鐵井蓋座材料費(fèi),工作內(nèi)容含井座加固",,167.19,1460.49,6.80,64.37,27.84,1726.68

7,040504001006,"砌筑檢查井;磚砌,深3m、Φ1250,02S515圖集、不計(jì)鑄鐵井蓋座材料費(fèi),工作內(nèi)容含井座加固",,239.06,1794.40,7.43,91.20,39.44,2171.52

8,040504001007,"砌筑檢查井;磚砌井筒,Φ700、每增減0.5m,02S515圖集",,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;二～四類,清表、道路路基及擋墻,含場(chǎng)內(nèi)運(yùn)輸",,1.45,0.02,6.53,0.47,0.28,8.74

2,040103002002,"余方棄置;土或廢棄物,棄場(chǎng)及運(yùn)距自行考慮",,0.14,0.03,8.67,0.51,0.31,9.67

3,040103001005,"填方;路基及擋墻填方,含路肩整形和邊坡整修",,0.14,0.04,3.15,0.19,0.12,3.64

4,040103001006,填方;路基6%灰土回填及橋臺(tái)接坡段6%灰土回填,,3.66,18.77,7.85,0.67,0.40,31.36

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

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

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

8,040201012004,"土工布;防滲復(fù)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,"盲溝;含軟式透水管、粗砂、PE出水管,圖示斷面,圖示規(guī)格",,17.29,26.93,0.00,6.74,2.59,53.55

10,040202002004,"石灰穩(wěn)定土;15cm,人行道6%灰土,工作內(nèi)容含人行道整形",,3.72,2.88,0.59,1.68,0.65,9.51

11,040202002005,"石灰穩(wěn)定土;18cm,12%灰土,工作內(nèi)容含路床整形",,1.27,6.69,2.93,1.64,0.63,13.16

12,040202002006,"石灰穩(wěn)定土;20cm,12%灰土,工作內(nèi)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(礫)石;二灰碎石,厚18cm,圖示碎石規(guī)格,圖示配合比",,0.82,35.50,1.16,0.77,0.30,38.56

14,040202006004,"石灰、粉煤灰、碎(礫)石;二灰碎石,厚36cm,圖示碎石規(guī)格,圖示配合比",,1.65,71.00,2.32,1.55,0.60,77.12

15,040204001002,"人行道塊料鋪設(shè);4cm正六邊形仿花崗巖道板（盲道板綜合在內(nèi)）,3cm1:3砂漿,5cmC15細(xì)石砼",,5.45,61.31,0.00,2.13,0.82,69.71

16,040204003004,"安砌側(cè)(平、緣)石;C20砼側(cè)平石,圖示尺寸,圖示形狀,C15砼圖示基礎(chǔ)",,4.73,49.69,0.00,1.85,0.71,56.97

17,040204003005,"安砌側(cè)(平、緣)石;C20砼平石,圖示尺寸,圖示形狀,C15砼圖示基礎(chǔ)",,2.44,26.82,0.00,0.95,0.37,30.58

18,040204003006,"安砌側(cè)(平、緣)石;C20砼鎖邊側(cè)石,圖示尺寸,圖示形狀,C15砼圖示基礎(chǔ)",,2.96,22.90,0.00,1.16,0.44,27.47

19,040302015001,"混凝土防撞護(hù)欄;欄桿（壓頂及以上的圖示內(nèi)容,含C25砼、鋼筋、鋼構(gòu)件、貼面等）",,37.66,341.26,10.68,18.85,7.25,415.69

20,040304002001,"漿砌塊料;擋土墻,漿砌紅磚,不含砂漿抹面,M10",,40.38,172.44,15.31,21.72,8.35,258.21

21,040304002002,"漿砌塊料;擋土墻,M7.5漿砌塊石,不含飾面,含沉降縫等工作內(nèi)容",,34.82,144.41,2.67,14.62,5.62,202.14

22,040305004001,擋墻混凝土壓頂;C25砼壓頂(非欄桿部分),,40.44,331.00,0.00,15.77,6.07,393.27

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

24,040308006001,"鑲貼面層;擋墻表面花崗巖飾面,總厚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,"挖溝槽土方;二～四類,雨水管道,含場(chǎng)內(nèi)運(yùn)輸",,10.14,0.00,11.14,1.24,0.75,23.27

2,040103001007,"填方;土,雨水溝槽",,16.52,0.00,8.38,1.45,0.87,27.23

3,040501002009,"混凝土管道鋪設(shè);無筋管,Φ200,承插口,120°砼基礎(chǔ)",,8.03,36.16,0.48,3.15,1.36,49.19

4,040501002010,"混凝土管道鋪設(shè);有筋Ⅱ級(jí)管,Φ600,承插口,120°砼基礎(chǔ),10cm碎石墊層",,22.37,212.39,13.50,13.27,5.74,267.28

5,040501002011,"混凝土管道鋪設(shè);有筋Ⅱ級(jí)管,Φ800,平口,120°砼基礎(chǔ),10cm碎石墊層",,20.84,265.16,6.82,10.23,4.43,307.48

6,040501002012,"混凝土管道鋪設(shè);有筋Ⅱ級(jí)管,Φ1000,平口,120°砼基礎(chǔ),10cm碎石墊層",,29.10,398.27,13.14,15.63,6.76,462.91

7,040504001008,"砌筑檢查井;磚砌,Φ1000、深2.5m,02S515圖集、重型球墨鑄鐵井蓋,工作內(nèi)容含井座加固",,172.97,1286.31,6.81,66.52,28.76,1561.37

8,040504001009,"砌筑檢查井;磚砌,Φ1250、深3m,02S515圖集、重型球墨鑄鐵井蓋,工作內(nèi)容含井座加固",,198.64,1513.41,7.79,76.38,33.03,1829.25

9,040504001010,"砌筑檢查井;磚砌,Φ1500、深3.5m,02S515圖集、重型球墨鑄鐵井蓋,工作內(nèi)容含井座加固",,254.73,1908.98,13.26,99.16,42.88,2319.01

10,040504001011,"砌筑檢查井;磚砌矩形一側(cè)交匯,深3.5m、1650*1650mm,02S515圖集、重型球墨鑄鐵井蓋,含井座加固",,444.56,2179.81,13.66,169.54,73.31,2880.88

11,040504001012,"砌筑檢查井;磚砌井筒,Φ700、每增減0.5m,02S515圖集",,11.13,80.95,0.00,4.12,1.78,97.97

12,040504003002,"雨水進(jìn)水井;單篦雨水口,95S235圖集(不計(jì)雨水口井蓋座)",,0.00,0.00,0.00,0.00,0.00,0.00

13,040504006001,"出水口;M10漿砌磚,一字式,Φ1000,95S223圖集",,1441.39,6798.22,99.17,570.01,246.49,9155.28

,六,向南延伸段污水管道,,,,,,,

1,040101002004,"挖溝槽土方;二～四類,污水管道（其中UPVC管按公稱直徑計(jì)算挖土寬度）,含場(chǎng)內(nèi)運(yùn)輸",,12.86,0.00,14.14,1.58,0.95,29.52

2,040103001008,"填方;土,污水溝槽",,22.42,0.00,11.37,1.97,1.19,36.95

3,040501006003,"塑料管道鋪設(shè);UPVC管,環(huán)剛度≥8kN/m2,DN400(不計(jì)管道及接口主材),10cm砂基礎(chǔ),砂包封至管頂20cm",,8.50,192.78,0.97,3.50,1.51,207.26

4,040504001013,"砌筑檢查井;磚砌,深2.5m、Φ1000,02S515圖集、不計(jì)鑄鐵井蓋座材料費(fèi),工作內(nèi)容含井座加固",,167.18,1460.33,6.80,64.37,27.84,1726.51

5,040504001014,"砌筑檢查井;磚砌井筒,Φ700、每增減0.5m,02S515圖集",,11.13,80.95,0.00,4.12,1.78,97.97

,七,拆除工程,,,,,,,

1,040801001001,"拆除路面;水泥砼路面或基層,厚15cm,不含廢料外運(yùn)",,2.50,0.05,2.86,2.09,0.80,8.30

2,040801001002,"拆除路面;水泥砼路面或基層,每增減1cm,不含廢料外運(yùn)",,0.17,0.00,0.19,0.14,0.05,0.55

3,040801002001,"拆除基層;碎石類基層,厚15cm,不含廢料外運(yùn)",,3.10,0.00,0.00,1.21,0.47,4.78

4,040801002002,"拆除基層;碎石類基層,每增減1cm,不含廢料外運(yùn)",,0.21,0.00,0.00,0.08,0.03,0.32

5,040801003001,"拆除人行道;道板面層,厚4～8cm,不含廢料外運(yùn)",,0.66,0.00,0.00,0.26,0.10,1.01

6,040801004001,"拆除側(cè)緣石;側(cè)石(不含基礎(chǔ)),不含廢料外運(yùn)",,0.79,0.00,0.00,0.31,0.12,1.21

7,040801004002,"拆除側(cè)緣石;平石(不含基礎(chǔ)),不含廢料外運(yùn)",,0.52,0.00,0.00,0.20,0.08,0.80

8,040801006001,"拆除磚石結(jié)構(gòu);磚砌體,不含廢料外運(yùn)",,25.18,0.00,0.00,9.82,3.78,38.77

9,040801006002,"拆除磚石結(jié)構(gòu);石砌體,不含廢料外運(yùn)",,29.46,0.00,0.00,11.49,4.42,45.37

10,040801007001,"拆除混凝土結(jié)