清單組價實例

1、工程量清單組價,設(shè)墊層底標(biāo)高為,1.9m,內(nèi)外墻體的厚度為,240mm,磚基礎(chǔ)放大腳為,0.06*0.12,250,厚,C30,砼基礎(chǔ),地面做法,10,厚硬實木復(fù)合地板,35,厚,C15,細(xì)石混凝土隨打隨抹平,1.5,厚聚氨脂涂膜防潮層,50,厚,C15,細(xì)石砼,150,厚,3,7,灰土,素土夯實，壓實系數(shù),0.90,土壤類,別,一,二類,土,三類土,四類土,放坡起,點,m,人工挖,土,機(jī)械挖土,在抗內(nèi)作,業(yè),1:0.33,1:0.25,1:0.10,在坑上作業(yè),1:0.75,1:0.67,1:0.33,1.20,1.50,2.00,1:0.50,1:0.33,1:0.25,每邊各增加工作面寬

2、度,mm,以最底下一層大放腳邊至地槽,磚基礎(chǔ),坑）邊,200,漿砌毛石、條石基礎(chǔ),以基礎(chǔ)邊至地槽（坑）邊,150,砼基礎(chǔ)支模板,以基礎(chǔ)邊至地槽（坑）邊,300,以防水層面的外表面至地槽（坑）邊,基礎(chǔ)垂直面做防水層,800,基礎(chǔ)材料,GB50500-2008,工程量計算規(guī)則,010101001,平整場地：按圖示尺寸以建筑物首層面積計,算,工程內(nèi)容,1,土方挖填,2,場地找平,3,運輸,010101003,挖基礎(chǔ)土方：按設(shè)計圖示尺寸以基礎(chǔ)墊層底,面積乘以挖土深度計算,工程內(nèi)容,1,排地表水,2,土方,開挖,3,擋土板支拆,4,截樁頭,5,基底釬探,6,運輸,010301001,磚基礎(chǔ)：按設(shè)計圖示尺

3、寸以體積計算。包括,附墻放垛基礎(chǔ)寬出部分體積，扣除地梁,圈梁,構(gòu)造柱所,占體積,不扣除基礎(chǔ)大放腳,T,形接頭處的重疊部分,及嵌入,基礎(chǔ)內(nèi)的鋼筋、鐵件、管道、基礎(chǔ)砂漿防潮層各和單個面,積,0.3m2,以內(nèi)的孔洞所占的體積，靠墻暖氣溝的挑檐不增,加?；A(chǔ)長度：外墻按中心線,內(nèi)墻按凈長線,計算,工程,內(nèi)容,1,砂漿制作運輸、運輸,2,鋪設(shè)墊層,3,砌磚,4,防潮層,鋪設(shè),5,材料運輸,010401001,帶形基礎(chǔ)：按設(shè)計圖示尺寸以體積計算。不,扣除構(gòu)件內(nèi)鋼筋、預(yù)埋鐵件和伸入承臺基礎(chǔ)的樁頭所占體,積,工程內(nèi)容,1,鋪設(shè)墊層,2,砼制作、運輸、澆筑、振,搗、養(yǎng)護(hù),3,地腳螺栓二次灌漿,010103001

4、,土,石,方回填：按設(shè)計圖示尺寸以體積計算,注：室內(nèi)回填：主墻間凈面積乘以回填厚度；基礎(chǔ)回填,挖方體積,設(shè)計室外地坪以下埋設(shè)的基礎(chǔ)體積（包括基礎(chǔ),墊層及其他構(gòu)筑物,工程內(nèi)容,1,挖土方,2,裝卸、運,輸,3,回填,4,分層碾壓、夯實,GB50500-2008,建設(shè)工程工程量清單計價規(guī)范,1,平整場地,14.4+0.24)*(4.8+0.24),73.79m2,2,挖基礎(chǔ)土方,外墻中心線長度,14.4+4.8)*2=38.4m,內(nèi)墻坑邊凈長,4.8-(0.4+0.1)*2=3.8m,1.0*1.3*(38.4+3.8*3)=1.0*1.3*49.8,64.74m3,3,墊層,內(nèi)墻墊層邊凈長,4.

5、8-0.5*2=3.8m,0.1*1.0 *(38.4+3.8*3),4.98m3,4,砼基礎(chǔ),內(nèi)墻砼基礎(chǔ)邊,4.8-0.4*2=4.0m,0.25*0.8*(38.4+4.0*3),10.08m3,5,磚基礎(chǔ),大放腳：內(nèi)墻凈長,4.8-0.12*2=4.56m,0.36*0.12*(4.56*3+38.4)=2.25m3,0.24*(1.9-0.35-0.12)*38.4+(4.8,0.24)*3=17.87m3,2.25+17.87,20.12m3,GB50500-2003,建設(shè)工程工程量清單計價規(guī)范,6,土方回填,基礎(chǔ)回填,0.6,以下的磚基礎(chǔ),0.36*0.12+0.24*(1.9-0

6、.35-0.12-0.6)*38.4+(4.8,0.24)*3,12.62,m3,V=64.74-4.98-10.08-12.62,37.06m3,7,土方回填,室內(nèi)回填,房心回填,0.6,0.245,*(4.8-0.24)*(14.4,4*0.24)=4.56*0.355*13.44,21.76m3,計價表,1,平整場地是指建筑物場地挖、填土方厚度在,300mm,以內(nèi)及找平。平整場地工程量按建筑物外墻外,邊線每邊各加,2m,以平方米計算,2,溝槽工程量按溝槽長度乘溝槽截面積,m2,計算,溝槽長度,m,外墻按圖示中心線長度計算；內(nèi)墻按圖示,基礎(chǔ)底寬加工作寬度之間凈長度計算。溝槽寬,m,按設(shè),計

7、寬度加基礎(chǔ)施工所需工作面寬度計算。計算放坡工程量,時交接處的重復(fù)工程量不扣除,3,基礎(chǔ)與墻身使用同一種材料時，以設(shè)計室內(nèi)地坪為,界（有地下室者以地下室設(shè)計室內(nèi)地坪）以下為基礎(chǔ)，以,上為墻身。外墻墻基按外墻中心線長度計算,內(nèi)墻墻基按,內(nèi)墻基最上一步凈長度計算,基礎(chǔ)大放腳,T,形接頭處為重,疊部分以及嵌入基礎(chǔ)的鋼筋，鐵件、管道、基礎(chǔ)防水砂漿,防潮層、通過基礎(chǔ)單個面積在,0.3m2,以內(nèi)孔洞的體積不扣,除，但靠墻暖氣溝的挑檐亦不增加。附墻垛基礎(chǔ)寬出部分,體積，并入所依附的基礎(chǔ)工程量內(nèi),計價表,4,外墻基礎(chǔ)墊層按外墻中心線長度計算，內(nèi)墻基礎(chǔ)墊,層按內(nèi)墻基礎(chǔ)墊層凈長計算,5,回填土,1,基槽、坑回填土體

8、積,挖土體積,設(shè)計,室外地坪以下埋設(shè)的體積（包括基礎(chǔ)墊層、柱、墻基礎(chǔ)及,柱等,2,室內(nèi)回填土體積按主墻間凈面積乘填土厚度,計算，不扣除附垛及附墻、煙囪等體積,按計價表,1,平整場地,14.4+0.24+4)*(4.8+0.24+4)=18.64*9.04,168.51,m2,2,挖基礎(chǔ)土方,人工挖地槽,外墻中心線長度,14.4+4.8)*2=38.4m,內(nèi)墻坑邊凈長,4.8-(0.4+0.1+0.3)*2= 3.2m,1.0+0.6+1.3*0.5)*1.3*(38.4+3.2*3),140.4m3,3,墊層,內(nèi)墻墊層邊凈長,4.8-0.5*2=3.8m,0.1*1.0 *(38.4+3.8*

9、3),4.98m3,4,砼基礎(chǔ),內(nèi)墻砼基礎(chǔ)邊,4.8-0.4*2=4.0m,0.25*0.8*(38.4+4.0*3),10.08m3,5,磚基礎(chǔ),內(nèi)墻凈長,4.8-0.12*2=4.56m3,0.36*0.12*(4.56*3+38.4)=2.25m3,0.24*(1.9-0.35-0.12)*38.4+(4.8,0.24)*3=17.87m3,2.25+17.87,20.12m3,墻基防潮層,防水砂漿,14.4+4.8)*2+(4.8-0.24)*3*0.24=12.50m2,6,土方回填,基礎(chǔ)回填,0.6,以下的磚基礎(chǔ),0.36*0.12+0.24*(1.9-0.35-0.12-0.6)

10、*38.4+(4.8,0.24)*3,12.62,m3,V=140.4-4.98-10.08-12.62,112.72m3,7,土方回填,室內(nèi)回填,房心回填,0.6,0.245,*(4.8-0.24)*(14.4,4*0.24)=4.56*0.355*13.44,21.76m3,按計價表,分部分項工程量清單,序,項目編碼,號,項目,名稱,項目特征,計量單,位,工程,數(shù)量,1,0101010010,01,2,0101010030,01,平整場地,二類土,現(xiàn)場堆涂,m2,73.79,64.74,m3,挖基礎(chǔ)土,二類土,方,條形基礎(chǔ),墊層底寬,1000mm,挖土深度為,1.3m,3,01010300

11、10,01,4,0101030010,02,土,石,方回填,土,石,方回填,二類土，運輸,100m,m3,基礎(chǔ)回填,夯填,碾壓,二類土，運輸,100m,m3,室內(nèi)回填,夯填,碾壓,37.06,21.76,分部分項工程量清單,序,項目編碼,號,項目,名稱,項目特征,計量單位,工程,數(shù)量,20.12,5,0103010010,磚基礎(chǔ),01,6,0104010040,墊層,01,MU10,機(jī)制磚,m3,條形基礎(chǔ),基礎(chǔ)深度,1.55m,100,厚,C10,素砼,墊層,m3,4.98,7,0104010010,帶形基,02,礎(chǔ),C30,砼,泵送商品砼,m3,10.08,組價,1,010101001001

12、,平整場地,73.79m2,1-98,平整場地,168.51m2,人工費,0.57*24=13.68,元,0.57,30,17.1,元,機(jī)械費,材料費,管理費,13.68*25%=3.42,元,17.1*25%=4.275,元,利潤,13.68*12%=1.64,元,17.1*12%=2.052,元,合計,18.74,元,23.43,元,168.51/73.79=2.28,綜合單價,2.28* 23.43 =53.41,元,m2,2,010101003001,挖基礎(chǔ)土方,64.74,m3,1-19,人工挖地槽,140.4m3,1-212,裝載機(jī)鏟裝松散土,5.92m3,1-241,自卸汽車運土

13、,1-92,單,雙,輪車運輸,100,米,134.48 m3,5.92m3,64.74m,3,1m3,人工費,機(jī)械費,材料,費,管理費,利潤,1-19,m3,140.4,2.17,1-212,1000m3,0.26,24,6*24,輪胎式,裝載機(jī),1m3,2.584,312.6,1.56,0.75,5.92,9.14,10,5,237.94,114.21,1-241,5.92,1000m3,9.14,10,5,自卸汽,車，灑水,汽車,4000L,16.213,619.83,0.43,332.58,8.6,2548.0,1223.0,8,8,2.8,1-92,m3,134.48,0.19,2.0

14、8,24,1.14,0.55,64,74,m3,1,19,m3,1m3,人工費,機(jī)械費,材,料,費,管理費,利潤,40.85,元,m3,23.19,140.4,0.26,2.17,24,30,2.17,4.23,2.03,1,212,5.92,6*24,3,2.584,9.14,0,312.6,100,10,5,9.14*10,317.6,5,0m3,K,1,241,100,0m3,0.023,0.011,0.125,5.92,自卸汽車,10356,9.14,灑水汽車,59,K,10,5,4000L,24,2589.15,1242,1.30,08,*K,79,K,K,2.96,1.42,16.

15、24,1,92,m3,134.4,0.19,8,24,30,2.08,2.08,江蘇省施工機(jī)械臺班費用定額,2004,01027,輪胎式裝載機(jī),折舊費,40.94,大修理費,14.52,經(jīng)常修理費,51.69,人工費,1.25*26=32.5,燃料動力費,52.73kg*3.28,元,kg=172.95,安拆費及場外運費,0,其它費用,0,共計,312.6,元,312.6-1.25*26+1.25*30=317.6,1-241,自卸汽車運土,機(jī)械費,自卸汽車,16.213*619.83,灑水車,0.43*332.58,材料費,水,8.6*2.8,619.83-2.5*26+2.5*30=629

16、.83,332.58-1.25*26+1.25*30=337.58,K=9.14*10,5,機(jī)械費,16.213*629.83+0.43*337.58=10356.59,材料費,24.08,管理費,10356.59*25%=2589.15,利潤,10356.59*12%=1242.79,1-241,10356.59+24.08+2589.15+1242.79,9.14*10-5,1.30,3,010103001001,土,石,方回填,37.06m3,1-104,基槽,坑,回填,1-1,人工挖土方,1-92,單,雙,輪車運輸,米,112.72 m3,112.72m3,112.72m3,100,3

17、7,06,m3,1m3,人工費,機(jī)械費,材料,費,管理費,利潤,78.25,元,m3,39.52,112.7,0.28,0.045,1,104,2m3,24,30,24.16,m,3,3.04,*3.04,3.04,112.7,0.12,24,30,m,3,2m3,3.04,*3.04,1-1,112.7,0.19,2m3,24,30,m,3,3.04,*3.04,1,92,1.95,7.21,0.94,3.47,0.72,2.73,0.35,1.31,14.99,1.92,4.33,0.92,2.09,23.74,4,010103001001,土,石,方回填,21.76m3,1-102,地面

18、回填,1-1,人工挖土方,1-92,單,雙,輪車運輸,21.76m3,21.76m3,米,21.76 m3,50,21,76,m3,1m3,人工費,機(jī)械費,材料,費,管理費,利潤,24.31,元,m3,11.57,21.76,0.26,1,102,m3,24,30,*1,m,3,1,0.027,24.16,1,1.72,2.11,0.83,1.01,1-1,21.76,0.12,m3,24,30,m,3,1,*1,0.72,0.90,0.35,0.43,4.93,1,92,21.76,0.19,m3,24,30,m,3,1,*1,1.92,1.42,0.92,0.69,7.81,5,01030

19、1001001,磚基礎(chǔ),3-1,直形磚基礎(chǔ),3-42,墻基防潮層,防水砂漿,12.50m2,20.12m3,20.12m3,5,010301001001,磚基礎(chǔ),20.12m3,3-1,直形磚基礎(chǔ),m3 20.12m3,第一步,20.12/20.12,1.0,m,3,m,3,第二步,查定額,185.8,元,m,3,人工費,1.14,26,29.64,材料費,標(biāo)準(zhǔn)磚,240*115*53,5.22,21.42,元,百塊,111.81,水,0.104*2.8=0.29,水泥砂漿,M5 0.242,122.78,29.71,機(jī)械費,灰漿拌合機(jī),0.048,51.43,2.47,管理費,29.64+2

20、.47)*25%=8.03,利潤,29.64+2.47)*12%=3.85,第三步：資源基礎(chǔ)價格調(diào)整,人工工資單價,26,30,標(biāo)準(zhǔn)磚,21.42,28.3,012002 M5,水泥砂漿,122.78,元,m3,水泥,32.5,級,217,kg,0.28,元,kg,60.76,中砂,1.61,t,38,元,t,61.18,水,0.3,m3,2.8=0.84,水泥,32.5,級,217,kg,0.25,元,kg,54.25,中砂,1.61,t,36,元,t,57.96,水,0.3,m3,2.8=0.84,M5,水泥砂漿,113.05,元,m3,06016,灰漿拌合機(jī),200L,江蘇省施工機(jī)械臺班

21、費用定額,2004,06016,灰漿拌合機(jī),200L,折舊費,2.88,大修理費,0.83,經(jīng)常修理費,3.3,人工費,1.25*26=32.5,1.25*30=37.5,燃料動力費,電,8.61KWH*0.75,元,KWH=6.46,安拆費及場外運費,5.47,其它費用,0,共計,51.43,元,56.43,元,第四步,計算現(xiàn)在的每,m3,的磚基礎(chǔ)的綜合單價,人工費,1.14,30,34.2,材料費,標(biāo)準(zhǔn)磚,240*115*53,5.22,28.3,元,百塊,147.73,水,0.104*2.8=0.29,水泥砂漿,M5 0.242,113.05,27.36,機(jī)械費,灰漿拌合機(jī),0.048,

22、56.43,2.71,管理費,34.2+2.71)*25%=9.23,利潤,34.2+2.71)*12%=4.43,合計,225.95,元,m3,5,010301001001,磚基礎(chǔ),20.12m3,3-42,墻基防潮層,防水砂漿,10m2,12.50m2,第一步,12.50/10/20.12,0.0621,10m,2,m,3,第二步,查定額,80.68,元,10m2,人工費,0.68,26,17.68,材料費,防水砂漿,0.21,254.76,53.5,機(jī)械費,灰漿拌合機(jī),0.042,51.43,2.16,管理費,17.68+2.16)*25%=4.96,利潤,17.68+2.16)*12%

23、=2.38,第三步：資源價格,013009 1,2,防水砂漿,06016,灰漿拌合機(jī),200L,013009 1,2,防水砂漿,254.76,元,m3,水泥,32.5,級,557,kg,0.28,元,kg,155.96,中砂,1.464,t,38,元,t,55.63,防水劑,27.85,kg,1.52=42.33,水,0.3,m3,2.8=0.84,水泥,32.5,級,557,kg,0.25,元,kg,139.25,中砂,1.464,t,36,元,t,52.704,防水劑,27.85,kg,1.52=42.33,水,0.3,m3,2.8=0.84,1,2,防水砂漿,235.124,元,m3,0

24、6016,灰漿拌合機(jī),200L,江蘇省施工機(jī)械臺班費用定額,2004,06016,灰漿拌合機(jī),200L,折舊費,2.88,大修理費,0.83,經(jīng)常修理費,3.3,人工費,1.25*26=32.5,1.25*30=37.5,燃料動力費,電,8.61KWH*0.75,元,KWH=6.46,安拆費及場外運費,5.47,其它費用,0,共計,51.43,元,56.43,元,第四步,計算現(xiàn)在的每,10m2,的防潮層的綜合單價,人工費,0.68,30,20.4,材料費,防水砂漿,0.21,235.124,49.38,機(jī)械費,灰漿拌合機(jī),0.042,56.43,2.37,管理費,20.4+2.37)*25%=

25、5.69,利潤,20.4+2.37)* 12%=2.73,合計,80.57,元,10m2,5,010301001001,磚基礎(chǔ),20.12m3,工程量,3-1,直形磚基礎(chǔ),20.12m3,3-42,墻基防潮層,防水砂漿,12.50m2,換算后綜合單價,3-1,換,直形磚基礎(chǔ),225.95,元,m3,3-42,換,墻基防潮層,防水砂漿,80.57,元,10m2,含量,每,1m3,的,010301001001,磚基礎(chǔ)中有,3-1,直形磚基礎(chǔ),1 (m3,3-42,墻基防潮層,防水砂漿,0.0621(10m2,1*225.95+0.0621*80.57=230.95,元,m3,6,010401006

26、001,墊層,12-11,現(xiàn)澆砼墊層,4.98,m3,10.08m3,m3 4.98m3,7,010401001002,帶形基礎(chǔ),5-171,砼無梁式條形基礎(chǔ),m3 10.08m3,6,010401006001,墊層,4.98,m3,12-11,現(xiàn)澆砼墊層,m3 4.98m3,第一步,4.98m3/4.98m3m3=1m3/m3,第二步：查定額,人工費,水,213.08,元,m3,1.36,26,35.36,材料費,現(xiàn)澆,C10,砼,1.01,155.26,156.81,0.67*2.8=1.876,機(jī)械費,砼攪拌機(jī),400L 0.039,83.39,3.25,砼震動器,平板式,0.078*1

27、4=1.09,管理費,利潤,9.93,4.76,第三步：資源基礎(chǔ)單價換算,001012 C10,155.26,元,m3,水泥,32.5,級,281,kg,0.28,元,kg=78.68,中砂,0.868,t,38,元,t=32.79,碎石,5-20mm 1.209,t,35.6,元,t=43.04,水,0.2*2.8=0.56,水泥,32.5,級,281,kg,0.25,元,kg=70.25,中砂,0.868,t,36,元,t=31.248,碎石,5-20mm 1.209,t,37.8,元,t=45.7,水,0.2*2.8=0.56,合計,147.758,元,m3,13072,砼攪拌機(jī),400

28、L,折舊費,18.2,大修理費,3.03,經(jīng)常修理費,5.91,人工費,1.25*26=32.5,1.25*30=37.5,燃料動力費,電,24.38KWH*0.75,元,KWH=18.29,安拆費及場外運費,5.47,其它費用,0,共計,83.39,元,88.39,元,第四步：計算現(xiàn)在的砼墊層的綜合單價,人工費,1.36,30,40.8,材料費,現(xiàn)澆,C10,砼,水,1.01,147.758,149.23,0.67*2.8=1.876,機(jī)械費,砼攪拌機(jī),400L 0.039,88.39,3.447,砼震動器,平板式,0.078*14=1.09,管理費,利潤,40.8+3.447+1.09)*

29、12%=5.44,40.8+3.447+1.09)*25%=11.33,綜合單價,213.213,元,m3,6,010401006001,墊層,4.98m3,工程量,12-11,現(xiàn)澆砼墊層,4.98m3,換算后綜合單價,12-11,換,現(xiàn)澆砼墊層,213.213,元,m3,010401001001,帶形基礎(chǔ)綜合單價為,1,213.213,213.213,元,m3,7,010401001002,帶形基礎(chǔ),10.08m3,5-171,砼無梁式條形基礎(chǔ),m3 10.08m3,第一步,10.08m3/10.08m3=1m3/m3,第二步：查定額,302.75,元,m3,人工費,0.3,26,7.80,

30、材料費,商品砼,C20,泵送,1.02,269,274.38,水,1.15*2.8=3.22,塑料薄膜,1.73*0.86=1.49,泵管攤銷費,0.25,機(jī)械費,砼震動器,插入式,0.069,12,0.83,砼輸送泵車,0.007*1208.41=8.46,管理費,4.27,利潤,2.05,第三步：定額換算,商品砼,C20,泵送,換算成商品砼,C30,泵送,1.02*255,13082,砼輸送泵車,折舊費,444.24,大修理費,59.36,經(jīng)常修理費,162.04,人工費,2.5*26=65,2.5*30=37.5,燃料動力費,柴油,72.93kg*3.28,元,kg=239.21,安拆費

31、及場外運費,其它費用,238.57,共計,1208.41,元,1218.41,元,第四步,計算現(xiàn)在的砼基礎(chǔ)綜合單價,290.21,元,m3,人工費,0.3,30,9,材料費,商品砼,C20,泵送,1.02,255,260.1,水,1.15*2.8=3.22,塑料薄膜,1.73*0.86=1.49,泵管攤銷費,0.25,機(jī)械費,砼震動器,插入式,0.069,12,0.83,砼輸送泵車,0.007*1218.41=8.53,管理費,4.59,利潤,2.2,7,010401001002,帶形基礎(chǔ),10.08m3,工程量,5-171,砼無梁式條形基礎(chǔ),m3 10.08m3,換算后綜合單價,5-171,換,砼無梁式條形基礎(chǔ),290.21,元,m3,010401001001,帶形基礎(chǔ)綜合單價為,1*290.21,290.21,元,m3,分部分項工程量清單計價表,序,項目編碼,號,1,010101,001001,2,010101,003001,項目,