工程預(yù)算表格

工程預(yù)算表,,,,,,,,,,,,,,,

工程名稱:龍湖中環(huán)路（龍源二街-龍源九街）,,,,,,,,,,第1頁總10頁,,,,,

序號,編號,名稱,單位,,工程量,其中,,,,,,主材單價,主材合價,綜合工日,

,,,,,,人工合價,材料合價,機械合價,管理費合價,,利潤合價,,,含量,合計

,,龍源二街-龍源九街,,,,,,,,,,,,,

,,土方工程,,,,,,,,,,,,,

1,1-49,機械挖溝槽土方一、二類土,100m3,,109.956,5342.76,,53047.12,2107.85,,1405.24,,,2.13,234.21

2,1-32*1.5,人工挖溝槽一、二類土深4m以內(nèi)機械挖路槽、溝槽土方時需人工輔助開挖時單價*1.5,100m3,,12.217,31426.07,,,6577.55,,4385.03,,,59.82,730.84

3,1-145,機械填土夯實槽、坑,100m3,,42.843,25423.15,,5496.35,5321.13,,3547.42,,,13.8,591.24

4,1-168換,自卸汽車(載重10t內(nèi))運土運距(km以內(nèi))10用反鏟挖掘機裝車：自卸汽車運土臺班乘以系數(shù)1.10機械[J04016]含量*1.10,1000m3,,5.37,,,116568.45,2801.42,,1867.61,,,57.96,311.27

,,管道,,,,,,,,,,,,,

1,5-355換,非定型渠(管)道砼(C10-40（32.5水泥）現(xiàn)澆碎石砼)換為【C15商品砼最大粒徑20mm】,10m3,,36.394,16164.22,83336.98,,4135.04,,3759.09,,,10.33,375.91

2,10-65,基礎(chǔ)墊層木模(1:2水泥砂漿),100m2,,4.568,2413.64,10533.35,192.86,962.8,,792.87,,,12.4,56.63

3,5-372換,非定型渠(管)道混凝土枕基混凝土管座(C15-40（32.5水泥）現(xiàn)澆碎石砼)換為【C20商品砼最大粒徑20mm】,10m3,,6.274,6468.41,16507.35,,1654.73,,1504.28,,,23.98,150.43

4,10-118,管座復(fù)合木模(1:2水泥砂漿),100m2,,1.141,1853.63,1724.31,142.58,739.62,,609.1,,,38.12,43.51

5,1-152換,回填1:5水泥砂漿,100m3,,25.905,48399.05,471227.99,10301.52,10130.03,,6753.36,,,43.45,1125.56

6,1-152,回填1:6水泥土,100m3,,25.626,47878.15,129154.54,4693.13,10021.01,,6680.67,,,43.45,1113.45

7,5-273換,塑料管安裝(膠圈接口)管外徑(以內(nèi))250,10m,,825.1,81957.18,8696.55,90.76,29546.83,,17153.83,,,2.31,1905.98

,DZ977@1,玻璃鋼管,m,,8333.51,,,,,,,68,566678.68,,

8,5-272,塑料管安裝(膠圈接口)管外徑(以內(nèi))160,10m,,3610.5,209589.53,35419.01,324.95,75567.77,,43867.58,,,1.35,4874.18

,DZ986@1,熱浸塑鋼質(zhì)線纜管,m,,36466.05,,,,,,,135,4922916.75,,

9,9-328,硬塑料管地埋敷設(shè)公稱直徑(以內(nèi))100,100m,,24.25,17747.61,1796.68,4949.67,6645.71,,4120.32,,,18.27,443.05

編制人：,,,,證號：,,,,,,編制日期：,,,,,

工程預(yù)算表,,,,,,,,,,,,,,,

工程名稱:龍湖中環(huán)路（龍源二街-龍源九街）,,,,,,,,,,第2頁總10頁,,,,,

序號,編號,名稱,單位,,工程量,其中,,,,,,主材單價,主材合價,綜合工日,

,,,,,,人工合價,材料合價,機械合價,管理費合價,,利潤合價,,,含量,合計

,DZ1287@1,七孔梅花管,m,,2890.115,,,,,,,25,72252.88,,

10,補子目001,電纜頂管,m,,3654,,,584640,,,,,,,

,DZ255@1,MPP管頂管,m,,3654,,,,,,,130,475020,,

11,補子目001,電纜頂管,m,,1488,,,238080,,,,,,,

,DZ255@2,熱浸塑鋼管,m,,1488,,,,,,,135,200880,,

,,電纜井,,,,,,,,,,,,,

1,3-232換,混凝土基礎(chǔ)墊層混凝土(C15-40（32.5水泥）現(xiàn)澆碎石砼)換為【C15商品砼最大粒徑20mm】,10m3,,11.79,5135.43,26541.22,2746.98,2619.65,,1833.75,,,11.11,130.98

2,借4-56換,底板(C20-40（32.5水泥）現(xiàn)澆碎石砼)換為【C25商品砼最大粒徑20mm】,10m3,,28.625,11446.94,72760.33,287.68,5324.16,,2662.08,,,9.3,266.21

3,10-65,基礎(chǔ)墊層木模(1:2水泥砂漿),100m2,,3.567,1884.47,8223.99,150.58,751.71,,619.04,,,12.4,44.22

4,5-22,平接(企口)式混凝土管鋪設(shè)人工下管管徑(以內(nèi))300,100m,,0.23,123.97,979.11,,31.71,,28.83,,,12.54,2.88

5,借4-26換,圈梁(C20-40（32.5水泥）現(xiàn)澆碎石砼)換為【C25商品砼最大粒徑20mm】,10m3,,6.642,5594.68,17152.2,89.2,1522.25,,741.6,,,19.59,130.11

6,借12-84,圈梁、疊合梁模板,10m3,,32.605,26161.92,24067.02,4011.77,8132.44,,5835.71,,,19.04,620.81

7,借4-20換,構(gòu)造柱(C20-40（32.5水泥）現(xiàn)澆碎石砼)換為【C25商品砼最大粒徑20mm】,10m3,,1.019,1160.92,2572.93,13.68,315.88,,153.89,,,26.5,27

8,借12-80,構(gòu)造柱模板,10m3,,5.507,5254.71,2727.28,381.42,1616.28,,1159.8,,,22.4,123.38

9,借4-75-1換,預(yù)制過梁制作(C25-20（32.5水泥）預(yù)制碎石砼),10m3,,0.419,252.16,1111.72,2.28,117.28,,58.64,,,13.99,5.86

10,借4-75-2,預(yù)制過梁安裝,10m3,,0.419,299.15,99.96,291.1,166.04,,83.02,,,19.81,8.3

11,借12-137,預(yù)制過梁模板,10m3,,0.419,306.36,164.02,1.16,116.85,,92.62,,,17,7.12

12,借4-50換,壓頂(C20-40（32.5水泥）現(xiàn)澆碎石砼)換為【C25商品砼最大粒徑20mm】,10m3,,1.566,1286.48,4213.24,33.65,598.36,,299.18,,,19.1,29.92

13,借12-112,壓頂模板,10m3,,1.566,3874.94,1920.7,65.01,1480.45,,1173.53,,,57.63,90.27

14,借4-54換,井圈周(C20-20（32.5水泥）現(xiàn)澆碎石砼),10m3,,1.009,427.45,2888.37,21.68,198.81,,99.41,,,9.85,9.94

編制人：,,,,證號：,,,,,,編制日期：,,,,,

工程預(yù)算表,,,,,,,,,,,,,,,

工程名稱:龍湖中環(huán)路（龍源二街-龍源九街）,,,,,,,,,,第3頁總10頁,,,,,

序號,編號,名稱,單位,,工程量,其中,,,,,,主材單價,主材合價,綜合工日,

,,,,,,人工合價,材料合價,機械合價,管理費合價,,利潤合價,,,含量,合計

,,換為【C25商品砼最大粒徑20mm】,,,,,,,,,,,,,

15,借12-120,模板,10m3,,1.009,2208.4,8136.31,235.02,852.7,,675.92,,,51.52,51.99

16,5-1939換,磚砌矩形(M7.5水泥砌筑砂漿)換為【水泥砂漿M10砌筑砂漿】,10m3,,60.793,50496.66,120167.49,2746.03,13165.38,,11968.36,,,19.69,1196.84

17,5-1945,磚墻抹灰井內(nèi)側(cè)(1:2水泥砂漿),100m2,,13.757,13944.85,6989.35,587.85,3620.21,,3291.13,,,23.92,329.11

18,5-1945R*0.8,磚墻抹灰井外側(cè)(1:2水泥砂漿)人工乘以系數(shù)0.8,100m2,,18.068,14651.44,9179.4,772.04,4754.57,,4322.38,,,23.92,432.24

19,5-1946,磚墻抹灰井底(1:2水泥砂漿),100m2,,5.144,3388.4,2613.21,219.79,886.6,,806,,,15.67,80.6

20,3-452換,水泥砂漿M10抹面人行道分格,100m2,,1.292,541.5,495.59,55.89,269.94,,188.96,,,10.45,13.5

21,5-2206換,現(xiàn)澆鋼筋混凝土池壁(隔墻)直、矩形(厚度)30cm以外(C20-40（32.5水泥）現(xiàn)澆碎石砼)換為【C25商品砼最大粒徑20mm】,10m3,,15.445,13244.07,39234.73,,3387.97,,3080,,,19.94,308

22,10-80,池壁(隔墻)矩形木模,100m2,,11.016,13753.78,23325.19,2254.49,5527.4,,4551.95,,,29.52,325.14

23,5-1959,檢查井鑄鐵井蓋、井座(1:2水泥砂漿),10套,,9.2,2190.06,39102.58,,560.28,,509.31,,,5.54,50.93

24,10-156,井字架木制井深(m以內(nèi))4,座,,46,3400.32,1414.96,,1344.12,,1107.22,,,1.72,79.07

25,5-1965換,制作CTC-2750矩形蓋板(板厚cm以內(nèi))20(C20-40（32.5水泥）預(yù)制碎石砼),10m3,,4.941,5192.15,14785.79,,1328.24,,1207.48,,,24.44,120.75

26,5-1984換,井室蓋板安裝矩形蓋板每塊體積m3以內(nèi)0.3(1:2水泥砂漿),10m3,,4.941,3206.91,1311.54,932.42,848.62,,771.49,,,15.61,77.15

27,10-141,管、渠及其他井蓋板木模(1:2水泥砂漿),10m3,,4.941,2877.39,6062.31,19.17,1137.57,,936.81,,,13.54,66.92

28,3-359,汽車運輸小型構(gòu)件機械裝卸運距1km,10m3,,4.941,352.69,,2944.89,329.07,,230.35,,,3.33,16.45

29,5-1965換,制作矩形蓋板YRKB-2721(板厚cm以內(nèi))20(C20-40（32.5水泥）預(yù)制碎石砼),10m3,,7.23,7597.29,21634.96,,1943.51,,1766.82,,,24.44,176.68

30,5-1988換,井室蓋板安裝矩形蓋板每塊體積m3以外1.0(1:2水泥砂漿),10m3,,7.23,2575.69,785.95,1839.48,721.75,,656.1,,,9.08,65.61

31,10-141,管、渠及其他井蓋板木模(1:2水泥砂漿),10m3,,7.23,4210.27,8870.53,28.05,1664.52,,1370.77,,,13.54,97.91

32,3-359,汽車運輸小型構(gòu)件機械裝卸運距1km,10m3,,7.23,516.06,,4309.03,481.5,,337.05,,,3.33,24.08

編制人：,,,,證號：,,,,,,編制日期：,,,,,

工程預(yù)算表,,,,,,,,,,,,,,,

工程名稱:龍湖中環(huán)路（龍源二街-龍源九街）,,,,,,,,,,第4頁總10頁,,,,,

序號,編號,名稱,單位,,工程量,其中,,,,,,主材單價,主材合價,綜合工日,

,,,,,,人工合價,材料合價,機械合價,管理費合價,,利潤合價,,,含量,合計

33,5-1965換,制作CTC-2550矩形蓋板(板厚cm以內(nèi))20(C20-40（32.5水泥）預(yù)制碎石砼),10m3,,1.2,1261,3590.96,,322.58,,293.26,,,24.44,29.33

34,5-1984換,井室蓋板安裝矩形蓋板每塊體積m3以內(nèi)0.3(1:2水泥砂漿),10m3,,1.2,778.85,318.53,226.45,206.1,,187.37,,,15.61,18.74

35,10-141,管、渠及其他井蓋板木模(1:2水泥砂漿),10m3,,1.2,698.82,1472.33,4.66,276.28,,227.52,,,13.54,16.25

36,3-359,汽車運輸小型構(gòu)件機械裝卸運距1km,10m3,,1.2,85.66,,715.21,79.92,,55.94,,,3.33,4

37,5-1965換,制作矩形蓋板YRKB-2721(板厚cm以內(nèi))20(C20-40（32.5水泥）預(yù)制碎石砼),10m3,,1.607,1689.1,4810.1,,432.1,,392.82,,,24.44,39.28

38,5-1988換,井室蓋板安裝矩形蓋板每塊體積m3以外1.0(1:2水泥砂漿),10m3,,1.607,572.65,174.74,408.97,160.47,,145.87,,,9.08,14.59

39,10-141,管、渠及其他井蓋板木模(1:2水泥砂漿),10m3,,1.607,936.07,1972.18,6.24,370.07,,304.76,,,13.54,21.77

40,3-359,汽車運輸小型構(gòu)件機械裝卸運距1km,10m3,,1.607,114.74,,958.03,107.05,,74.94,,,3.33,5.35

41,7-11,管網(wǎng)工程現(xiàn)澆構(gòu)件鋼筋直徑10以內(nèi),t,,12.561,8833.15,42412.84,482.22,4820.03,,3981.84,,,16.68,209.57

42,7-11,管網(wǎng)工程現(xiàn)澆構(gòu)件鋼筋直徑10以內(nèi),t,,0.185,130.1,624.66,7.1,70.99,,58.65,,,16.68,3.09

43,7-12,管網(wǎng)工程現(xiàn)澆構(gòu)件鋼筋直徑20以內(nèi),t,,8.123,2701.38,27444.37,773.47,1581.3,,1306.34,,,8.46,68.75

44,7-12,管網(wǎng)工程現(xiàn)澆構(gòu)件鋼筋直徑20以內(nèi),t,,26.641,8859.73,90009.28,2536.76,5186.2,,4284.41,,,8.46,225.49

45,7-14,管網(wǎng)工程預(yù)制構(gòu)件鋼筋直徑10以內(nèi),t,,0.744,456.91,2496.37,93.87,257.23,,212.49,,,15.03,11.18

46,7-14,管網(wǎng)工程預(yù)制構(gòu)件鋼筋直徑10以內(nèi),t,,1.48,908.91,4965.89,186.73,511.7,,422.7,,,15.03,22.25

47,7-15,管網(wǎng)工程預(yù)制構(gòu)件鋼筋直徑20以內(nèi),t,,17.479,5496.45,58983.76,2354.6,3329.92,,2750.85,,,8.28,144.78

48,7-3,管網(wǎng)工程預(yù)埋鐵件制安,t,,3.673,3869.51,19819.54,2056.04,2440.6,,2016.15,,,28.89,106.11

49,5-1330,管道支架制作安裝一般,100kg,,7.177,2987.48,810.6,993.34,1150.66,,668.13,,,10.34,74.23

,CZ2362@1,鍍鋅角鋼50*5,kg,,760.794,,,,,,,5.15,3918.09,,

50,5-1330,管道支架制作安裝一般,100kg,,0.589,245.25,66.54,81.55,94.46,,54.85,,,10.34,6.09

,CZ2362@2,鍍鋅扁鋼50*86*5,kg,,62.455,,,,,,,5.45,340.38,,

51,5-1330,管道支架制作安裝一般,100kg,,15.444,6428.41,1744.25,2137.45,2475.98,,1437.68,,,10.34,159.74

,CZ2362@3,鍍鋅角鋼63*6,kg,,1637.064,,,,,,,5.2,8512.73,,

52,5-1330,管道支架制作安裝一般,100kg,,32.276,13434.56,3645.25,4467,5174.49,,3004.57,,,10.34,333.83

編制人：,,,,證號：,,,,,,編制日期：,,,,,

工程預(yù)算表,,,,,,,,,,,,,,,

工程名稱:龍湖中環(huán)路（龍源二街-龍源九街）,,,,,,,,,,第5頁總10頁,,,,,

序號,編號,名稱,單位,,工程量,其中,,,,,,主材單價,主材合價,綜合工日,

,,,,,,人工合價,材料合價,機械合價,管理費合價,,利潤合價,,,含量,合計

,CZ2362@5,角鋼70*6,kg,,3421.256,,,,,,,5.2,17790.53,,

53,5-1330,管道支架制作安裝一般,100kg,,27.829,11583.5,3143,3851.52,4461.53,,2590.59,,,10.34,287.83

,CZ2362@4,鍍鋅角鋼100*6,kg,,2949.863,,,,,,,5.2,15339.29,,

54,補子目002,絕緣支架,根,,1134,,22680,,,,,,,,

55,9-183,接地母線敷設(shè),10m,,190.6,24997.19,325.93,709.03,8834.31,,5477.84,,,3.09,588.95

,CZ133,扁鋼,m,,1980.334,,,,,,,12,23764.01,,

56,9-180,接地極(板)制安角鋼普通土,根(塊),,368,5538.4,897.92,5825.44,2870.4,,1781.12,,,0.52,191.36

,DZ702@1,接地極角鋼,根,,368,,,,,,,37.23,13700.64,,

57,3-271換,運輸費運輸距離3km以內(nèi)實際運距(km):10,100m3,,12.54,2480.43,,48173.55,1823.33,,1276.21,,,7.27,91.17

,,龍源九街-龍源十六街,,,,,,,,,,,,,

,,土方工程,,,,,,,,,,,,,

1,1-49,機械挖溝槽土方一、二類土,100m3,,87.251,4239.5,,42093.13,1672.59,,1115.06,,,2.13,185.84

2,1-32*1.5,人工挖溝槽一、二類土深4m以內(nèi)機械挖路槽、溝槽土方時需人工輔助開挖時單價*1.5,100m3,,9.695,24936.77,,,5219.32,,3479.55,,,59.82,579.93

3,1-145,機械填土夯實槽、坑,100m3,,54.196,32159.97,,6952.82,6731.16,,4487.44,,,13.8,747.91

4,1-168換,自卸汽車(載重10t內(nèi))運土運距(km以內(nèi))10用反鏟挖掘機裝車：自卸汽車運土臺班乘以系數(shù)1.10機械[J04016]含量*1.10,1000m3,,3.462,,,75143.07,1805.87,,1203.91,,,57.96,200.65

,,管道,,,,,,,,,,,,,

1,5-355換,非定型渠(管)道砼(C10-40（32.5水泥）現(xiàn)澆碎石砼)換為【C15商品砼最大粒徑20mm】,10m3,,51.67,22949.23,118318.1,,5870.75,,5336.99,,,10.33,533.7

2,10-65,基礎(chǔ)墊層木模(1:2水泥砂漿),100m2,,4.998,2640.84,11524.89,211.02,1053.43,,867.5,,,12.4,61.97

3,5-372換,非定型渠(管)道混凝土枕基混凝土管座(C15-40（32.5水泥）現(xiàn)澆碎石砼)換為【C20商品砼最大粒徑20mm】,10m3,,25.736,26533.04,67712.19,,6787.61,,6170.46,,,23.98,617.05

編制人：,,,,證號：,,,,,,編制日期：,,,,,

工程預(yù)算表,,,,,,,,,,,,,,,

工程名稱:龍湖中環(huán)路（龍源二街-龍源九街）,,,,,,,,,,第6頁總10頁,,,,,

序號,編號,名稱,單位,,工程量,其中,,,,,,主材單價,主材合價,綜合工日,

,,,,,,人工合價,材料合價,機械合價,管理費合價,,利潤合價,,,含量,合計

4,10-118,管座復(fù)合木模(1:2水泥砂漿),100m2,,4.374,7104.6,6608.94,546.49,2834.83,,2334.58,,,38.12,166.75

5,3-265換,板梁間灌縫(C30-16（42.5水泥）現(xiàn)澆碎石砼)（1:5水泥砂漿灌縫）,10m3,,,,,,,,,,,15.92,

6,1-152換,回填1：5水泥砂漿,100m3,,32.502,60725.67,591243.81,7032.52,12710.02,,8473.35,,,43.45,1412.22

7,1-152,回填1:6水泥土,100m3,,32.188,60139.2,162229.54,5894.98,12587.27,,8391.52,,,43.45,1398.59

8,5-273換,塑料管安裝(膠圈接口)管外徑(以內(nèi))250,10m,,4930.2,489716.77,51964.31,542.32,176550.46,,102498.86,,,2.31,11388.76

,DZ977@1,玻璃鋼管,m,,49795.02,,,,,,,68,3386061.36,,

9,5-272,塑料管安裝(膠圈接口)管外徑(以內(nèi))160,10m,,675,39183.75,6621.75,60.75,14127.75,,8201.25,,,1.35,911.25

,DZ986@1,熱浸塑鋼質(zhì)線纜管,m,,6817.5,,,,,,,135,920362.5,,

10,9-328,硬塑料管地埋敷設(shè)公稱直徑(以內(nèi))100,100m,,35.45,25944.44,2626.49,7235.7,9715.07,,6023.31,,,18.27,647.67

,DZ1287@1,七孔梅花管,m,,4224.931,,,,,,,25,105623.28,,

11,補子目001,電纜頂管,m,,4257,,,681120,,,,,,,

,DZ255@1,MPP管頂管,m,,4257,,,,,,,130,553410,,

12,補子目001,電纜頂管,m,,1188,,,190080,,,,,,,

,DZ255@2,熱浸塑鋼管,m,,1188,,,,,,,135,160380,,

,,電纜井,,,,,,,,,,,,,

1,3-232換,混凝土基礎(chǔ)墊層混凝土(C15-40（32.5水泥）現(xiàn)澆碎石砼)換為【C15商品砼最大粒徑20mm】,10m3,,14.016,6105.23,31553.38,3265.73,3114.36,,2180.05,,,11.11,155.72

2,借4-56換,底板(C20-40（32.5水泥）現(xiàn)澆碎石砼)換為【C25商品砼最大粒徑20mm】,10m3,,33.96,13580.6,86322.58,341.3,6316.56,,3158.28,,,9.3,315.83

3,10-65,基礎(chǔ)墊層木模(1:2水泥砂漿),100m2,,4.218,2228.87,9726.98,178.1,889.09,,732.17,,,12.4,52.3

4,5-22,平接(企口)式混凝土管鋪設(shè)人工下管管徑(以內(nèi))300,100m,,0.275,148.23,1170.68,,37.92,,34.47,,,12.54,3.45

5,借4-26換,圈梁(C20-40（32.5水泥）現(xiàn)澆碎石砼),10m3,,8.528,7183.73,22023.9,114.53,1954.62,,952.24,,,19.59,167.06

編制人：,,,,證號：,,,,,,編制日期：,,,,,

工程預(yù)算表,,,,,,,,,,,,,,,

工程名稱:龍湖中環(huán)路（龍源二街-龍源九街）,,,,,,,,,,第7頁總10頁,,,,,

序號,編號,名稱,單位,,工程量,其中,,,,,,主材單價,主材合價,綜合工日,

,,,,,,人工合價,材料合價,機械合價,管理費合價,,利潤合價,,,含量,合計

,,換為【C25商品砼最大粒徑20mm】,,,,,,,,,,,,,

6,借12-84,圈梁、疊合梁模板,10m3,,20.162,16177.59,14882.18,2480.73,5028.81,,3608.59,,,19.04,383.88

7,借4-20換,構(gòu)造柱(C20-40（32.5水泥）現(xiàn)澆碎石砼)換為【C25商品砼最大粒徑20mm】,10m3,,0.515,586.84,1300.61,6.92,159.68,,77.79,,,26.5,13.65

8,借12-80,構(gòu)造柱模板,10m3,,2.785,2657.36,1379.22,192.89,817.37,,586.52,,,22.4,62.4

9,借4-75-1換,預(yù)制過梁制作(C25-20（32.5水泥）預(yù)制碎石砼),10m3,,0.401,241.27,1063.71,2.19,112.22,,56.11,,,13.99,5.61

10,借4-75-2,預(yù)制過梁安裝,10m3,,0.401,286.23,95.64,278.53,158.87,,79.43,,,19.81,7.94

11,借12-137,預(yù)制過梁模板,10m3,,0.401,293.13,156.94,1.11,111.8,,88.62,,,17,6.82

12,借4-50換,壓頂(C20-40（32.5水泥）現(xiàn)澆碎石砼)換為【C25商品砼最大粒徑20mm】,10m3,,2.393,1965.37,6436.6,51.4,914.13,,457.06,,,19.1,45.71

13,借12-112,壓頂模板,10m3,,2.393,5919.78,2934.27,99.31,2261.7,,1792.81,,,57.63,137.91

14,借4-54換,井圈周(C20-20（32.5水泥）現(xiàn)澆碎石砼)換為【C25商品砼最大粒徑20mm】,10m3,,1.542,653.11,4413.27,33.12,303.77,,151.89,,,9.85,15.19

15,借12-120,模板,10m3,,1.542,3374.31,12431.82,359.1,1302.88,,1032.77,,,51.52,79.44

16,5-1939換,磚砌矩形(M7.5水泥砌筑砂漿)換為【水泥砂漿M10砌筑砂漿】,10m3,,83.909,69697.33,165859.56,3790.17,18171.33,,16519.16,,,19.69,1651.92

17,5-1945,磚墻抹灰井內(nèi)側(cè)(1:2水泥砂漿),100m2,,18.31,18559.75,9302.4,782.39,4818.28,,4380.3,,,23.92,438.03

18,5-1945R*0.8,磚墻抹灰井外側(cè)(1:2水泥砂漿)人工乘以系數(shù)0.8,100m2,,23.996,19458.76,12191.27,1025.36,6314.6,,5740.61,,,23.92,574.06

19,5-1946,磚墻抹灰井底(1:2水泥砂漿),100m2,,6.268,4128.98,3184.36,267.82,1080.38,,982.16,,,15.67,98.22

20,5-2206換,現(xiàn)澆鋼筋混凝土池壁(隔墻)直、矩形(厚度)30cm以外(C20-40（32.5水泥）現(xiàn)澆碎石砼)換為【C25商品砼最大粒徑20mm】,10m3,,11.598,9945.4,29462.63,,2544.14,,2312.87,,,19.94,231.29

21,10-80,池壁(隔墻)矩形木模,100m2,,8.044,10043.59,17033.03,1646.33,4036.34,,3324.02,,,29.52,237.43

22,5-1959,檢查井鑄鐵井蓋、井座(1:2水泥砂漿),10套,,11,2618.55,46753.08,,669.9,,608.96,,,5.54,60.9

23,10-156,井字架木制井深(m以內(nèi))4,座,,55,4065.6,1691.8,,1607.1,,1323.85,,,1.72,94.55

24,5-1965換,制作CTC-2750矩形蓋板(板厚cm以內(nèi))20(C20-40（32.5水泥）預(yù)制碎石砼),10m3,,6.129,6440.54,18340.85,,1647.6,,1497.81,,,24.44,149.78

編制人：,,,,證號：,,,,,,編制日期：,,,,,

工程預(yù)算表,,,,,,,,,,,,,,,

工程名稱:龍湖中環(huán)路（龍源二街-龍源九街）,,,,,,,,,,第8頁總10頁,,,,,

序號,編號,名稱,單位,,工程量,其中,,,,,,主材單價,主材合價,綜合工日,

,,,,,,人工合價,材料合價,機械合價,管理費合價,,利潤合價,,,含量,合計

25,5-1984換,井室蓋板安裝矩形蓋板每塊體積m3以內(nèi)0.3(1:2水泥砂漿),10m3,,6.129,3977.97,1626.88,1156.6,1052.66,,956.98,,,15.61,95.7

26,10-141,管、渠及其他井蓋板木模(1:2水泥砂漿),10m3,,6.129,3569.22,7519.92,23.78,1411.08,,1162.06,,,13.54,83.01

27,3-359,汽車運輸小型構(gòu)件機械裝卸運距1km,10m3,,4.941,352.69,,2944.89,329.07,,230.35,,,3.33,16.45

28,5-1965換,制作矩形蓋板YRKB-2721(板厚cm以內(nèi))20(C20-40（32.5水泥）預(yù)制碎石砼),10m3,,9.638,10127.9,28841.43,,2590.89,,2355.33,,,24.44,235.53

29,5-1988換,井室蓋板安裝矩形蓋板每塊體積m3以外1.0(1:2水泥砂漿),10m3,,9.638,3433.63,1047.75,2452.2,962.16,,874.65,,,9.08,87.46

30,10-141,管、渠及其他井蓋板木模(1:2水泥砂漿),10m3,,9.638,5612.69,11825.25,37.4,2218.96,,1827.36,,,13.54,130.53

31,3-359,汽車運輸小型構(gòu)件機械裝卸運距1km,10m3,,9.638,687.96,,5744.34,641.89,,449.32,,,3.33,32.09

32,5-1965換,制作CTC-2550矩形蓋板(板厚cm以內(nèi))20(C20-40（32.5水泥）預(yù)制碎石砼),10m3,,1.075,1129.64,3216.91,,288.98,,262.71,,,24.44,26.27

33,5-1984換,井室蓋板安裝矩形蓋板每塊體積m3以內(nèi)0.3(1:2水泥砂漿),10m3,,1.075,697.72,285.35,202.86,184.63,,167.85,,,15.61,16.79

34,10-141,管、渠及其他井蓋板木模(1:2水泥砂漿),10m3,,1.075,626.03,1318.96,4.17,247.5,,203.82,,,13.54,14.56

35,3-359,汽車運輸小型構(gòu)件機械裝卸運距1km,10m3,,1.075,76.73,,640.71,71.6,,50.12,,,3.33,3.58

36,5-1965換,制作矩形蓋板YRKB-2521(板厚cm以內(nèi))20(C20-40（32.5水泥）預(yù)制碎石砼),10m3,,1.25,1313.54,3740.59,,336.03,,305.48,,,24.44,30.55

37,5-1988換,井室蓋板安裝矩形蓋板每塊體積m3以外1.0(1:2水泥砂漿),10m3,,1.25,445.33,135.89,318.04,124.79,,113.44,,,9.08,11.34

38,10-141,管、渠及其他井蓋板木模(1:2水泥砂漿),10m3,,1.25,727.94,1533.68,4.85,287.79,,237,,,13.54,16.93

39,3-359,汽車運輸小型構(gòu)件機械裝卸運距1km,10m3,,1.25,89.23,,745.01,83.25,,58.28,,,3.33,4.16

40,3-452換,水泥砂漿M10抹面人行道分格,100m2,,1.648,690.92,361.97,71.31,344.43,,241.1,,,10.45,17.22

41,7-11,管網(wǎng)工程現(xiàn)澆構(gòu)件鋼筋直徑10以內(nèi),t,,9.759,6862.72,32951.75,374.65,3744.82,,3093.6,,,16.68,162.82

42,7-11,管網(wǎng)工程現(xiàn)澆構(gòu)件鋼筋直徑10以內(nèi),t,,0.074,52.04,249.86,2.84,28.4,,23.46,,,16.68,1.23

43,7-12,管網(wǎng)工程現(xiàn)澆構(gòu)件鋼筋直徑20以內(nèi),t,,10.688,3554.4,36110.48,1017.71,2080.63,,1718.84,,,8.46,90.46

編制人：,,,,證號：,,,,,,編制日期：,,,,,

工程預(yù)算表,,,,,,,,,,,,,,,

工程名稱:龍湖中環(huán)路（龍源二街-龍源九街）,,,,,,,,,,第9頁總10頁,,,,,

序號,編號,名稱,單位,,工程量,其中,,,,,,主材單價,主材合價,綜合工日,

,,,,,,人工合價,材料合價,機械合價,管理費合價,,利潤合價,,,含量,合計

44,7-12,管網(wǎng)工程現(xiàn)澆構(gòu)件鋼筋直徑20以內(nèi),t,,17.923,5960.47,60554.65,1706.63,3489.07,,2882.38,,,8.46,151.7

45,7-14,管網(wǎng)工程預(yù)制構(gòu)件鋼筋直徑10以內(nèi),t,,1.767,1085.17,5928.87,222.94,610.92,,504.67,,,15.03,26.56

46,7-14,管網(wǎng)工程預(yù)制構(gòu)件鋼筋直徑10以內(nèi),t,,0.185,113.61,620.74,23.34,63.96,,52.84,,,15.03,2.78

47,7-15,管網(wǎng)工程預(yù)制構(gòu)件鋼筋直徑20以內(nèi),t,,25.443,8000.81,85858.68,3427.43,4847.15,,4004.22,,,8.28,210.74

48