灌九路道路工程分部分項工程量清單與計價表

分部分項工程量清單與計價表,,,,,,,,,,,,

,,,,,,,,,,,,

工程名稱：XX路道路工程市政工程,,,,,,,,,,,第1頁共6頁,

序號,,項目編碼,,項目名稱,,項目特征描述,,計量單位,,工程量,金額(元),

,,,,,,,,,,,綜合單價,合價

通用項目,,,,,,,,,,,,

1,,040101001001,,挖一般土方,,(1)三類土,,m3,,98102.100,9.26,908425.45

1.1,,40101152,,反鏟挖掘機(斗容量1.0m3)裝車挖三類土,,,,m3,,88291.890,3.58,316084.97

1.2,,40101185,,自卸車運土(載重8t運距1km以內),,,,m3,,98102.100,4.91,481681.31

1.3,,40101002,,人工挖土方(三類土),,,,m3,,9810.210,11.25,110364.86

2,,040101002001,,挖溝槽土方,,"(1)三類土

(2)4m以內",,m3,,8049.136,9.26,74535.00

2.1,,40101152,,反鏟挖掘機(斗容量1.0m3)裝車挖三類土,,,,m3,,7244.222,3.58,25934.31

2.2,,40101002,,人工挖土方(三類土),,,,m3,,804.914,11.25,9055.28

2.3,,40101185,,自卸車運土(載重8t運距1km以內),,,,m3,,8049.136,4.91,39521.26

3,,040103001001,,填方,,,,m3,,20785.519,5.67,117853.89

3.1,,40101232,,機械松填土,,,,m3,,20785.519,3.29,68384.36

3.2,,40101227,,振動壓路機填土碾壓,,,,m3,,20785.519,2.38,49469.54

4,,040103002001,,余方棄置,,,,m3,,85365.717,13.24,1130242.09

4.1,,40101185T,,自卸車運土(載重8t運距7km以內),,,,m3,,85365.717,13.24,1130242.09

道路工程,,,,,,,,,,,,

5,,040202014001,,水泥穩(wěn)定碎(礫)石,,"(1)水泥含量:6%

(2)厚度:20cm",,m2,,10380.045,30.08,312231.75

5.1,,40202114T,,水泥穩(wěn)定層集中拌制(厚度20cm)(碎石),,,,m2,,10380.045,28.12,291886.87

5.2,,40105016,,機動翻斗車運(運距50m以內)水泥砼,,,,m3,,2013.729,9.02,18163.84

5.3,,40202076,,頂層多合土灑水車灑水養(yǎng)生,,,,m2,,10380.045,0.21,2179.81

6,,040202001001,,墊層,,"(1)材料品種:水泥穩(wěn)定碎石

(2)厚度:20cm",,m2,,10771.662,41.25,444331.06

6.1,,40202112T,,水泥穩(wěn)定層現(xiàn)場拌制(厚度20cm),,,,m2,,10771.662,38.66,416432.45

6.2,,40202001,,路床碾壓檢驗,,,,m2,,10771.662,0.79,8509.61

6.3,,40105016,,機動翻斗車運(運距50m以內)水泥砼,,,,m3,,2154.332,9.02,19432.07

7,,040204001001,,人行道塊料鋪設,,"(1)聯(lián)鎖透水性地磚

(2)20*10*6cm

(3)3cm厚砂整平層",,m2,,3497.256,55.88,195426.67

7.1,,40204023,,異形預制塊砂漿連接層,,,,m2,,3497.256,55.88,195426.67

8,,040204001002,,人行道塊料鋪設,,"(1)聯(lián)鎖透水性盲道地磚

(2)20*10*6cm

(3)3cm厚砂整平層",,m2,,647.640,55.88,36190.12

分部分項工程量清單與計價表,,,,,,,,,,,,

,,,,,,,,,,,,

工程名稱：XX路道路工程市政工程,,,,,,,,,,,第2頁共6頁,

序號,,項目編碼,,項目名稱,,項目特征描述,,計量單位,,工程量,金額(元),

,,,,,,,,,,,綜合單價,合價

8.1,,40204023,,異形預制塊砂漿連接層,,,,m2,,647.640,55.88,36190.12

9,,040202001002,,墊層（人行道）15cm砂碎石墊層,,"(1)砂碎石墊層

(2)厚度:15cm",,m2,,4144.896,16.18,67064.42

9.1,,40202096T,,碎石底層人機配合(厚度15cm),,,,m2,,4144.896,15.21,63043.87

9.2,,40202002,,路床整形(人行道整形碾壓),,,,m2,,4144.896,0.97,4020.55

10,,040204003001,,安砌側(平、緣)石,,"(1)1：2水泥砂漿座漿

(2)直線長度0.8-1米

(3)曲線段緣石長0.4-0.5米(4)花崗巖條石立緣石",,m,,1295.280,43.07,55787.71

10.1,,40204032,,有基座路沿石(立緣石)截面半周長(50cm以內),,,,m,,1295.280,35.47,45943.58

10.2,,40204029,,側緣砼基座(碎石),,,,m3,,38.858,253.39,9846.23

11,,040506021001,,障礙墩,,,,個,,18.000,68.00,1224.00

11.1,,40505095,,花崗巖條石制作,,,,個,,18.000,68.00,1224.00

12,,040203004002,,瀝青混凝土,,(1)厚度:7cm,,m2,,9862.100,75.24,742024.40

12.1,,40203031T,,粗粒式瀝青砼路面機械攤鋪(厚度7cm),,,,m2,,9862.100,74.37,733444.38

12.2,,40105020,,瀝青砼運輸(運距1km以內),,,,m3,,690.347,10.11,6979.41

12.3,,40101227,,振動壓路機填土碾壓,,,,m3,,690.347,2.38,1643.03

13,,040203004003,,瀝青混凝土,,(1)厚度:5cm,,m2,,9862.100,63.70,628215.77

13.1,,40203035T,,中粒式瀝青砼路面機械攤鋪(厚度5cm),,,,m2,,9862.100,63.08,622101.27

13.2,,40105020,,瀝青砼運輸(運距1km以內),,,,m3,,493.105,10.11,4985.29

13.3,,40101227,,振動壓路機填土碾壓,,,,m3,,493.105,2.38,1173.59

14,,040203004004,,瀝青混凝土,,,,m2,,9862.100,58.13,573283.87

14.1,,40203039T,,細粒式瀝青砼路面機械攤鋪(厚度4cm),,(1)厚度:4cm,,m2,,9862.100,57.63,568352.82

14.2,,40105020,,瀝青砼運輸(運距1km以內),,,,m3,,394.484,10.11,3988.23

14.3,,40101227,,振動壓路機填土碾壓,,,,m3,,394.484,2.38,938.87

15,,040204003002,,安砌側(平、緣)石C20混凝土39*9*19,,"(1)39*9*19

(2)C20混凝土",,m,,2590.560,37.26,96524.27

15.1,,40204031,,無基座路沿石(立緣石)截面半周長(50cm以內),,,,m,,2590.560,37.26,96524.27

排水工程,,,,,,,,,,,,

16,,040501002001,,混凝土管道鋪設,,"(1)Φ1200雨水排水管

(2)砂墊層300mm厚

(3)承插口",,m,,206.050,1425.87,293800.51

16.1,,40502060,,承插式鋼筋砼管鋪設(Φ200～2000)(人機配合下管φ1200mm以內),,,,m,,198.476,707.72,140465.43

分部分項工程量清單與計價表,,,,,,,,,,,,

,,,,,,,,,,,,

工程名稱：XX路道路工程市政工程,,,,,,,,,,,第3頁共6頁,

序號,,項目編碼,,項目名稱,,項目特征描述,,計量單位,,工程量,金額(元),

,,,,,,,,,,,綜合單價,合價

16.2,,40502176,,砼管道水泥砂漿承插接口(φ1200mm以內),,,,口,,99.000,17.08,1690.92

16.3,,40501040,,非定型渠(管)道砂墊層,,,,m3,,147.781,94.35,13943.14

16.4,,40501048,,非定型渠(管)道砼平基基礎(砼)(碎石),,,,m3,,36.690,317.05,11632.56

16.5,,40501055,,非定型渠(管)道現(xiàn)澆砼管座基礎(碎石),,,,m3,,134.319,356.67,47907.56

16.6,,40502265,,管道閉水試驗(φ1200mm以內),,,,km,,0.206,10189.76,2099.09

16.7,,40101229,,槽坑回填砂人工攤鋪機械夯實,,,,m3,,1276.862,59.57,76062.67

17,,040501002002,,混凝土管道鋪設,,"(1)Φ1000雨水排水管

(2)砂墊層300mm厚

(3)承插口",,m,,180.730,1031.81,186479.02

17.1,,40502058,,承插式鋼筋砼管鋪設(Φ200～2000)(人機配合下管φ1000mm以內),,,,m,,172.330,495.68,85420.53

17.2,,40502174,,砼管道水泥砂漿承插接口(φ1000mm以內),,,,口,,86.000,11.05,950.30

17.3,,40501040,,非定型渠(管)道砂墊層,,,,m3,,114.306,94.35,10784.77

17.4,,40501048,,非定型渠(管)道砼平基基礎(砼)(碎石),,,,m3,,24.299,317.05,7704.00

17.5,,40501055,,非定型渠(管)道現(xiàn)澆砼管座基礎(碎石),,,,m3,,80.482,356.67,28705.51

17.6,,40502264,,管道閉水試驗(φ1000mm以內),,,,km,,0.181,7440.73,1346.77

17.7,,40101229,,槽坑回填砂人工攤鋪機械夯實,,,,m3,,865.642,59.57,51566.29

18,,040501002003,,混凝土管道鋪設,,"(1)Φ800雨水排水管

(2)砂墊層300mm厚

(3)承插口",,m,,175.000,735.39,128693.25

18.1,,40502056,,承插式鋼筋砼管鋪設(Φ200～2000)(人機配合下管φ800mm以內),,,,m,,164.200,348.91,57291.02

18.2,,40502172,,砼管道水泥砂漿承插接口(φ800mm以內),,,,口,,82.000,7.92,649.44

18.3,,40501040,,非定型渠(管)道砂墊層,,,,m3,,95.089,94.35,8971.65

18.4,,40501048,,非定型渠(管)道砼平基基礎(砼)(碎石),,,,m3,,16.692,317.05,5292.20

18.5,,40501055,,非定型渠(管)道現(xiàn)澆砼管座基礎(碎石),,,,m3,,50.686,356.67,18078.18

18.6,,40502263,,管道閉水試驗(φ800mm以內),,,,km,,0.175,5180.05,906.51

18.7,,40101229,,槽坑回填砂人工攤鋪機械夯實,,,,m3,,629.583,59.57,37504.26

19,,040501002004,,混凝土管道鋪設,,"(1)Φ600雨水排水管

(2)砂墊層300mm厚

(3)承插口",,m,,226.000,502.06,113465.56

分部分項工程量清單與計價表,,,,,,,,,,,,

,,,,,,,,,,,,

工程名稱：XX路道路工程市政工程,,,,,,,,,,,第4頁共6頁,

序號,,項目編碼,,項目名稱,,項目特征描述,,計量單位,,工程量,金額(元),

,,,,,,,,,,,綜合單價,合價

19.1,,40502054,,承插式鋼筋砼管鋪設(Φ200～2000)(人機配合下管φ600mm以內),,,,m,,213.750,209.87,44859.71

19.2,,40502170,,砼管道水泥砂漿承插接口(φ600mm以內),,,,口,,106.000,5.68,602.08

19.3,,40501040,,非定型渠(管)道砂墊層,,,,m3,,123.825,94.35,11682.89

19.4,,40501048,,非定型渠(管)道砼平基基礎(砼)(碎石),,,,m3,,21.738,317.05,6892.03

19.5,,40501055,,非定型渠(管)道現(xiàn)澆砼管座基礎(碎石),,,,m3,,39.116,356.67,13951.50

19.6,,40502262,,管道閉水試驗(φ600mm以內),,,,km,,0.226,3485.44,787.71

19.7,,40101229,,槽坑回填砂人工攤鋪機械夯實,,,,m3,,582.320,59.57,34688.80

20,,040501006001,,塑料管道鋪設,,"(1)砂墊層150mm厚

(2)公稱直徑400mm以內雨水排水管

(3)柔性接口",,m,,41.500,319.32,13251.78

20.1,,40502068,,DN400雙壁波紋管安裝(膠圈接口),,,,m,,40.450,120.30,4866.14

20.2,,40504102,,T型接口(φ400),,,,只,,6.000,740.38,4442.28

20.3,,40501040,,非定型渠(管)道砂墊層,,,,m3,,8.143,94.35,768.29

20.4,,40502261,,管道閉水試驗(φ400mm以內),,,,km,,0.042,2009.62,84.40

20.5,,40101229,,槽坑回填砂人工攤鋪機械夯實,,,,m3,,51.885,59.57,3090.79

21,,040501006002,,塑料管道鋪設,,"(1)砂墊層150mm厚

(2)公稱直徑300mm以內污水排水管

(3)柔性接口",,m,,795.240,265.96,211502.03

21.1,,40501040,,非定型渠(管)道砂墊層,,,,m3,,142.634,94.35,13457.52

21.2,,40502067,,DN300雙壁波紋管安裝(膠圈接口),,,,m,,772.140,71.08,54883.71

21.3,,40504102,,T型接口(φ300),,,,只,,128.000,740.38,94768.64

21.4,,40502261,,管道閉水試驗(φ300mm以內),,,,km,,0.795,2009.62,1597.65

21.5,,40101229,,槽坑回填砂人工攤鋪機械夯實,,,,m3,,785.472,59.57,46790.57

22,,040501002005,,混凝土管道鋪設,,"(1)Φ500雨水排水管

(2)砂墊層300mm厚

(3)承插口",,m,,14.000,389.02,5446.28

22.1,,40502049,,承插式鋼筋砼管鋪設(Φ200～2000)(人工下管φ500mm以內),,,,m,,13.300,158.49,2107.92

22.2,,40502169,,砼管道水泥砂漿承插接口(φ500mm以內),,,,口,,6.000,4.98,29.88

22.3,,40501040,,非定型渠(管)道砂墊層,,,,m3,,6.069,94.35,572.61

分部分項工程量清單與計價表,,,,,,,,,,,,

,,,,,,,,,,,,

工程名稱：XX路道路工程市政工程,,,,,,,,,,,第5頁共6頁,

序號,,項目編碼,,項目名稱,,項目特征描述,,計量單位,,工程量,金額(元),

,,,,,,,,,,,綜合單價,合價

22.4,,40501048,,非定型渠(管)道砼平基基礎(砼)(碎石),,,,m3,,0.670,317.05,212.42

22.5,,40501055,,非定型渠(管)道現(xiàn)澆砼管座基礎(碎石),,,,m3,,1.774,356.67,632.73

22.6,,40502262,,管道閉水試驗(φ500mm以內),,,,km,,0.014,3485.44,48.80

22.7,,40101229,,槽坑回填砂人工攤鋪機械夯實,,,,m3,,30.921,59.57,1841.96

23,,040501006003,,塑料管道鋪設,,"(1)砂墊層150mm厚

(2)公稱直徑300mm以內雨水排水管

(3)柔性接口",,m,,362.000,255.05,92328.10

23.1,,40502067,,DN300雙壁波紋管安裝(膠圈接口),,,,m,,336.250,71.08,23900.65

23.2,,40504102,,T型接口(φ300),,,,只,,56.000,740.38,41461.28

23.3,,40501040,,非定型渠(管)道砂墊層,,,,m3,,62.114,94.35,5860.46

23.4,,40502261,,管道閉水試驗(φ300mm以內),,,,km,,0.362,2009.62,727.48

23.5,,40101229,,槽坑回填砂人工攤鋪機械夯實,,,,m3,,342.059,59.57,20376.45

24,,040504001001,,砌筑檢查井,,"(1)Φ1000

(2)磚砌圓形雨水檢查井，檢查井井壁內外抹面至頂面，內設鑄鐵爬梯，涂瀝青二道防腐處理，超強鋼纖維成品井蓋、井座",,座,,15.000,1402.81,21042.15

24.1,,40501005,,非定型井砼墊層(碎石),,,,m3,,4.350,322.33,1402.14

24.2,,40501006,,非定型井圓形磚砌,,,,m3,,37.050,380.33,14091.23

24.3,,40501013,,非定型井磚墻(井內側抹灰),,,,m2,,42.670,19.46,830.36

24.4,,40703101,,超強鋼纖維混凝土井蓋安裝,,,,套,,15.000,314.56,4718.40

25,,040504001002,,砌筑檢查井,,"(1)Φ1500

(2)磚砌圓形雨水檢查井，檢查井井壁內外抹面至頂面，內設鑄鐵爬梯，涂瀝青二道防腐處理，超強鋼纖維成品井蓋、井座",,座,,15.000,1943.83,29157.45

25.1,,40501005,,非定型井砼墊層(碎石),,,,m3,,10.200,322.33,3287.77

25.2,,40501006,,非定型井圓形磚砌,,,,m3,,51.010,380.33,19400.63

25.3,,40501013,,非定型井磚墻(井內側抹灰),,,,m2,,89.960,19.46,1750.62

25.4,,40703101,,超強鋼纖維混凝土井蓋安裝,,,,套,,15.000,314.56,4718.40

26,,040504001003,,砌筑檢查井,,(1)磚砌矩形雨水檢查井，檢查井井壁內外抹面至頂面，內設鑄鐵爬梯，涂瀝青二道防腐處理，超強鋼纖維成品井蓋、井座,,座,,8.000,2215.30,17722.40

分部分項工程量清單與計價表,,,,,,,,,,,,

,,,,,,,,,,,,

工程名稱：XX路道路工程市政工程,,,,,,,,,,,第6頁共6頁,

序號,,項目編碼,,項目名稱,,項目特征描述,,計量單位,,工程量,金額(元),

,,,,,,,,,,,綜合單價,合價

26.1,,40501005,,非定型井砼墊層(碎石),,,,m3,,15.750,322.33,5076.70

26.2,,40501007,,非定型井矩形