工程造价墙窗计量三(2-2).ppt

单击此处编辑母版标题样式,单击此处编辑母版文本样式,第二级,第三级,第四级,第五级,*,计量三（,2-2,）,砌筑墙体,图二十,半砖墙,M,顶设砖平旋,GL,11400,8400,L,中直,=,（,11.40,8.40,3.60,1.20,）,2,2.40,42m,L,中弧,=2.40/2=3.7699=3.77m,L,净,=L,轴,T,砖,（,8,2,）,=24.600.1210=23.40m,3600,1200,（,1,）一砖单面清水墙,L,中直,=,（,11.40,8.40,3.60,1.20,）,2,2.40,42m,L,中弧,=2.40/2=3.7699=3.77m,H,墙,=3,0.6=2.40m,；,B,墙,=0.24m,V,GZ,=,（,S,GZ,n,S,槎,）,H,GZ,=0.240.2412,0.240.03,（,122,6,）,2.4,0.240.0360.9=2.0088=2.01m3,（其中,4,个构造柱只在窗台下有,6,个马牙槎）,（,01030004,）,V,外直墙,=,（,422.40,20.61,）,0.24,2.01=17.2356=17.24m3,（,0103,02,001,2,01,）,（,01030012,）,V,外弧墙,=,（,3.772.40,0.90,）,0.24=1.95552=1.96m3,（,0103,02,001,5,01,）,（,2,）一砖混水内墙,（,01030009,）（,0103,02,001,2,02,）,即：,L,净,=L,轴,T,砖,（,8,2,）,=24.600.1210=23.40m,或者：,L,净,=L,石净,（,80.1,20.13,）,=22.34,1.06=23.40m,H,墙,=3,0.6=2.40m,；,B,墙,=0.24m,V,GZ,=S,槎,H,墙,=0.24,（,0.034,0.06,）,2.4=0.10368=0.10m3,（,1/4,与,1/C,交点处构造柱断面,240300mm,）,V,内墙,=,（,23.402.40,12.57,）,0.24,0.10=10.4616,0.10=10.3616=10.36m,3,（,3,）半砖混水内墙（,01030007,）,L,半净,=2.4,0.122=2.16m,H,半墙,=3.0,0.1=2.9m,；,B,墙,=0.115m,M2,砖平碹过梁（,01030050,）,V,半,GL,=,（,0.7,0.1,）,0.240.115=0.02208=0.02m,3,V,半墙,=,（,2.162.90,1.68,）,0.115,0.02=0.52716,0.02=0.50716=0.51m,3,半砖厚实心直形墙（,0103,02,001,0,01,）,清单工程量,V,半墙,=0.50716,0.02,=0.53m,3,图三十三（二类土）,H=,0.3,（,-1.65,）,=1.35m,1.20m,（二类土放坡起点）需要放坡，,K=0.5,墙体长度计算示意图,4/29/2026,建筑工程计量及定额应用 主讲人蒋智笙,9,3300,3900,3000,2400,3300,2700,7800,1200,18600,7800,7800,7800,7800,2400,4200,3300,6900,3000,2400,3300,2700,墙体（,QL,不能代,GL,处需设砖平旋过梁）,4/29/2026,建筑工程计量及定额应用 主讲人蒋智笙,10,底层门洞自,-0.05,开始立樘,（一）一砖半厚外墙,（,01030005,）,(,010302001301,）,L,1,中,=7.82=15.60m,H,外,=2.83,(0.33,0.1)=7.40m,（,QL,顺墙布置）,B,1,=0.365m,V,1,=L,1,中,H,外,B,1.5,=15.607.400.365=42.14m,3,（二）一砖厚外墙,（,01030004,）,（,010302001201,）,L,2,中,=(18.6,1.2)2,4=39.60,0.25=39.85m,H,外,=7.40m,（,QL,顺墙布置，计算时扣除,QL,高度）,B,2,=0.24m;,楼梯间室内设计标高,-0.050m,；,L,2,中,=1.2,2,2.4=4.8m,H,外,=0.05m,；,V,2,=,（,L,2,中,H,外,S,MC,外,）,B,2,（,L,2,中,H,外,S,MC,）,B,2,=,（,39.857.4,92.52,）,0.24,（,4.80.05,0.09,）,0.24=48.5688,0.036=48.61m,3,4/29/2026,建筑工程计量及定额应用 主讲人蒋智笙,11,0.0,-0.05,1950,50,底层门洞,（三）一砖厚内墙（,01030009,）,L,3,净,=6.9,3.32,3,2.4,2.7,7.84,2.4,4.2,0.1222=56.76m,H,内,=(2.8,0.4)3=7.20m,（,QL,顺墙布置，扣减,QL,连板厚）,（,有钢筋混凝土楼板隔层定额算至板底，清单算至板顶,）,B,1,=0.24m,（,01030050,）,V,GL,=(0.9,0.1),(0.8,0.1)0.240.246,=0.65664m,3,V,1,内,=,（,L,3,净,H,内,S,MC,内,）,B,1,V,GL,=,（,56.767.2,65.76,）,0.24,0.65664=81.64m,3,清单工程量（,010302001,3,02,）,（不扣砖,GL,）,V,1,内,=,（,L,3,净,H,内,S,MC,内,）,B,1,=,（,56.76,7.4,65.76,）,0.24=85.02m,3,4/29/2026,建筑工程计量及定额应用 主讲人蒋智笙,12,（四）内墙面抹灰工程量,（,1,）,0.00,以上,H,抹,=,（,2.8,0.1,）,3=8.1m,L,外抹,=,（,18.6,7.8,1.2,）,2,0.128,0.2412=54.24,2.88=51.36m,L,内抹,=2L,净,60.24=256.76,1.44=112.08m,S,MC,=92.52,65.76 2=224.04m,2,（,2,）,0.00,以下,L,抹,=,（,1.2,2.4,0.12,0.12,）,2,2.4,0.122=7.2,2.16=9.36m,H,抹,=0.05m,；,S,MC,=0.09m,2,（,3,）内墙面抹灰,F,抹,=,（,L,外抹,L,内抹,）,H,抹,S,MC,L,抹,H,抹,S,MC,=,（,51.36,112.08,）,8.1,224.04,9.36,0.05,0.09=1100.202=1100.20m,2,4/29/2026,建筑工程计量及定额应用 主讲人蒋智笙,13,工程量清单表,4/29/2026,建筑工程计量及定额应用 主讲人蒋智笙,14,计量三（,3,）,墙面装饰工程,定额人工费,(,单价人工费,),=,人工工日单价,定额人工消耗量,定额材料费（,单价材料费,）,=,（材料单价,定额材料消耗量）,定额机械费（,单价机械费,）,=,（机械台班单价,定额机械台班使用量）,定额基价（单价小计）,=,定额 人工费定额材料费定额机械费,分部分项工程直接工程费（,合价合计,）,=,定额基价（,单价小计,）,工程量,其中，工程量,=,定额工程量,定额计量单位,合价人工费,=,单价人工费,工程量,合价材料费,=,单价材料费,工程量,合价机械费,=,单价机械费,工程量,分部分项工程直接工程费（,P15,；,P26,）,单价人工费,=,人工单价,定额人工消耗量,单价材料费,=,（材料单价,定额材料消耗量）,单价机械费,=,（机械台班单价,定额机械台班量）,换算单价人工费,=,人工单价,定额人工消耗量,换算系数,换算单价机械费,=,（机械台班单价,定额机械台班量）,换算系数,单价材料费,=,原定额单价材料费（换入材料单价,换出材料单价）,定额材料消耗量,定额基价,=,单价人工费,单价材料费,单价机械费,换算,基价,=,换算,单价人工费,换算,单价材料费,换算,单价机械费,4/29/2026,建筑工程计量及定额应用 主讲人蒋智笙,18,墙面,扣窗洞,扣门洞,L,外里抹,L,外,8B,外,n,T,内外,B,内,L,内抹,2L,净,n,T,内内,B,内,4/29/2026,建筑工程计量及定额应用 主讲人蒋智笙,20,内墙面抹石灰砂浆（,C-1,：,1.51.8,；,M-1,：,22.7,；,M-2,：,1.22.1,）,L,外里,=L,外,8B,外,n,T,内外,B,内,=,（,18.5,12,）,2,80.37-100.24,=55.64m,L,净,=L,内轴,n,T,内内,T,墙,=,（,56,18,62,140.12,）,=60,1.68,=58.32m,S,门窗,外,=1.51.810,22.7=27,5.4=32.40m,2,S,门窗,内,=1.22.110=25.2 m,2,内墙面抹灰工程量（式中，,n,T,内内,=4,）,S,内抹,=,（,L,外里,2L,净,n,T,内内,B,内,）,h,净,（,S,门窗,外,2S,门窗,内,）,=,（,55.64,258.32,0.96,）,3.5,（,32.40,225.2,）,=516.82m,2,【,图二,】,外墙面贴面砖工程量,外,（,10.80,14.70,0.9,）,2,0.258,=54.80m,；,h,外,0.3,2.7,0.32,3.32m,外,34.38m,2,；门窗墙中立樘，框宽,40mm,洞侧,（,0.365,0.04,）,/21.8046,(1.50,1.80)24,0.64,（,0.365,0.04,）,(2.102,0.90)2,15.015m,2,窗台,（,1.806,1.504,0.6,0.25211,）,0.12,22.900.12,2.745m,2,外墙面贴面砖工程量,S,墙,外,h,外,外,洞侧,窗台立面,54.803.32,34.38,15.015,2.745,159.83m,2,4/29/2026,建筑工程计量及定额应用 主讲人蒋智笙,21,砖墙抹混合砂浆（,12,8mm,）,285m,2,（,02020024,）,2,（,02020047,）,换,2,（,02020047,）,换,（,1,）,1,：,1,：,6,砂浆厚,14mm,2mm,（,1,：,2,：,6,）,换,换算材料费,=20.41,（,149.33,170,）,0.12,（,2,）,1,：,1,：,4,砂浆厚,6mm,2mm,（,1,：,2,：,6,）,换,换算材料费,=20.41,（,163.36,170,）,0.12,例,1.,工程量计算（,教材,P209,）,某三层砖混建筑物，正立面外墙轴线长,22.8m,，墙厚,240mm,，室外地坪至女儿墙顶的垂直高度为,11.2m(,室外地坪为,-0.3m),，窗台线下抹水泥砂浆墙裙，高,1.2m,。底层设,15001500,窗,5,樘，,18002100,门一樘，二、三层设,15001500,窗各,6,樘。试计算外墙面装饰抹灰工程量。,解,工程量按外墙裙以上扣除门窗洞口的面积计算得：,S =(22.8+0.24)(11.2-1.2)-1.51.5(5+6+6)-1.8(2.1-0.9),=230.4-38.25,2.16=189.99m,2,（底层门自室内标高,0.000,起算）,4/29/2026,23,建筑工程计量及定额应用 主讲人蒋智笙,墙面贴块料面层均按图示尺寸以实贴面积计算,（例,12.3.2,）,墙裙面积：,S,1,=(35.76+20.76)21.8=203.47 m,2,在墙裙高,1.8m,范围内应扣,门洞面积,:S,2,=1.51.82=5.4 m,2,窗洞面积,:S,3,=1.8(1.8,0.9)14=22.68 m,2,应增门洞侧壁,:,门洞侧壁宽为,:b,1,=(0.24,0.1016)2=0.069 m,门洞侧壁面积,:S,4,=1.8 20.0692(,樘,)=0.497 m,2,应增窗洞侧壁,:,窗洞侧壁宽为,:b,2,=(0.24,0.09)2=0.075 m,窗洞侧壁面积,:S,5,=1.8+(1.8,0.9)2 0.07514(,樘,),=3.78 m,2,则，墙裙贴块料工程量为：,S=S,1,-S,2,S,3,+S,4,+S,5,=203.47,5.4,22.68+0.497+3.78,=179.67 m,2,24,建筑工程计量及定额应用 主讲人蒋智笙,练习题,3,内墙面抹,1,：,2,水泥砂浆底，,1,：,3,石灰砂浆找平层，麻刀石灰砂浆面层，共,16mm,厚；内墙裙采用,1,：,3,水泥砂浆打底（,19,厚）,1,：,2.5,水泥砂浆面层（,6,厚）,M,：,12.7m,；,C,：,1.51.8m,已知人工单价,53.23,元,/,工日，其他同,03,消耗量定额。,试求：直接工程费？,解答,一,、墙面抹石灰砂浆,（,02020001,）,换,定额,石灰砂浆,1,：,3,底,1.8m3,，,1,：,2,石灰砂浆找平,0.03m3,；二、墙裙抹水泥砂浆,（,02020012,）,5,（,02020046,）,换,定额,（,02020012,）,6,厚水泥砂浆,1,：,2.5,量,0.69m3,，,14,厚,1,：,3,水泥砂浆,1.62m3,；,5,（,02020046,）,换,1,：,2.5,水泥砂浆,0.12m3,4500,4500,4500,5400,120,C,C,C,C,M,M,M,L,外里,=,（,13.5,5.4,）,2,80.12,2,0.24=37.8,0.96,0.48=36.36m,L,净,=5.4,20.12=5.16m,；,L,垛,=40.12=0.48m,墙面装修练习题,3,内情面抹,1,：,2,水泥砂浆，,1,：,3,石灰砂浆找平层，麻刀石灰砂浆面层，共,16mm,厚；内墙裙采用,1,：,3,水泥砂浆打底（,19,厚）,1,：,2.5,水泥砂浆面层（,6,厚）,M,：,12.7m C,：,1.51.8m h,净,=3.8m h,裙,=0.9m,4500,4500,4500,5400,120,C,C,C,C,M,M,M,L,外里,=,（,13.5,5.4,）,2,80.12,2,0.24=37.8,0.96,0.48=36.36m,L,净,=5.4,20.12=5.16m,；,L,垛,=40.12=0.48m,墙面装修练习题,3,练习题,3,L,外里,=,（,13.5,5.4,）,2,80.12,2,0.24=37.8,0.96,0.48=36.36m,L,净,=5.4,20.12=5.16m,；,L,垛,=40.12=0.48m,H,墙抹,=3.9,0.1,0.9=2.90m,S,MC,外,=41.51.8,21,（,2.7,0.9,）,=14.40m,2,S,MC,内,=1,（,2.7,0.9,）,=1.80m,2,麻刀石灰砂浆墙面抹灰工程量,S,抹墙,=,（,L,外里,2 L,净,L,垛,）,H,墙抹,（,S,MC,外,2 S,MC,内,）,=,（,36.36,25.16,0.48,）,2.90,（,14.40,21.80,）,=118.76m,2,水泥砂浆,S,裙抹,=,（,L,外里,2 L,净,L,垛,）,H,裙抹,（,S,M,外,2 S,M,内,）,=,（,36.36,25.16,0.48,）,0.90,（,210.90,210.90,）,=38.84m,2,练习题,3,套定额计算直接工程,费,一、砖墙面一般抹灰（,020201001,001,）,墙面石灰砂浆二遍（,16mm,）（,02020001,）,换,单价人工费,=12.90053.23=686.67,元,/100m,2,；换算单价材料费,=253.98,（,207.39,118.06,）,1.800,（,118.06,124.71,）,0.030=414.57,元,/100m,2,；单价机械费,18.25,。直接工程费,1329.50,元（人工,815.49,；材料,492.34,；机械,21.67,元）,二、砖墙面一般抹灰（,020201001,002,）,墙裙抹水泥砂浆（,19,6,）（,02020012,）,5,（,02020046,）,换,单价人工费,14.49053.23=771.30,元,/100m,2,；单价材料费,420.73,元,/100m,2,；单价机械费,20.94,元,/100m,2,。直接工程费,471.12,元（人工,299.57,元；材料,163.41,元；机械,8.13,元）,单价人工费,0.38053.23=20.23,元,/100m,2,；换算单价材料费,22.41,（,176.80,186.69,）,0.120=21.22,元,/100m,2,；单价机械费,1.07,元,/100m,2,。直接工程费,82.58,元（人工,=20.230.38845=39.29,元；材料,=21.220.38845=41.21,元；机械,=1.070.38845=2.08,元）,练习题,6,M,：,1.5,2.0m C,1,：,1.5,1.5m C,2,：,1.2,0.8m,门窗侧面宽度,100mm,已知：外墙水泥砂浆粘贴规格,194mm94mm,瓷质外墙砖（瓷质外墙砖,43.80,元,/m2,，损耗率,2%,）,，灰缝,5mm,，灰缝深度,15mm,。砂浆损耗率,2%,。人工单价,53.23,元,/,工日，除题给条件外，其他同,03,消耗量定额。,试求：,1,。,定额工程量；,2,。直接工程费？,解答,（,02020175,）换,换算材料消耗量,（,1,）瓷质外墙砖净用量,=1,（,0.194,0.005,）,（,0.094,0.005,）,0.194,0.094=,；瓷质外墙砖消耗量,=,瓷质外墙砖净用量,（,1,损耗率）,=,（,2,）砂浆消耗量,=,砂浆净用量,灰缝深度,（,1,砂浆损耗率）,=,（,1,瓷质外墙砖净用量）,灰缝深度,（,1,5%,）,=,图六 某变电室外墙贴块料面层,C2,C2,C2,C2,C1,M,3000,3000,3900,L,外,=,（,6.24,3.90,）,2=20.28m,；,h,外,=4.20m S,侧,=41.5,（,1.2,0.8,）,24,（1.5,22,）,0.1=2.75m,2,；,S,MC,=9.09m,2,M,：,1.5,2.0m C,1,：,1.5,1.5m C,2,：,1.2,0.8m,门窗侧面宽度,100mm,120,120,图六 某变电室贴块料面层,C2,C2,C2,C2,C1,M,3000,3000,3900,L,外,=,（,6.24,3.90,）,2=20.28m,；,h,外,=4.20m S,侧,=41.5,（,1.2,0.8,）,24,（1.5,22,）,0.1=2.75m,2,；,S,MC,=9.09m,2,墙面装修练习题,6,（外墙贴面砖）,L,外,=,（,6.24,3.90,）,2=20.28m,S,MC,=1C1,4C2,1M=1.51.5,41.20.8,1.52=9.09m,2,S,MC,侧,=1.54,（,1.2,0.8,）,2 4,（,1.5,22,）,0.1=27.50.1=2.75m,2,S,外贴,=,L,外,h,外,S,MC,侧,S,MC,=20.284.2,2.75,9.09=78.84m,2,外墙面贴面砖（,02020175,）,换,墙面砖,A=1,（,0.194,0,.,005,）,（,0.094,0,.,005,）,0.1940.094=0.9256m,2,墙面砖,0.9256,（,1,2%,）,=0.9441m,2,1,：,1,水泥砂浆（,1,0.9256,）,0.015,（,1,5%,）,=0.0011718=0.0012m,3,习题六 直接工程费,已知：人工单价,53.23,元,/,工日，除题给条件外，其他同,03,消耗量定额。,（,02020175,）,换,工程量,78.84m,2,单价人工费,0.415553.23=22.12,元,/m,2,换算单价材料费,19.59,（,0.944143.80,0.990017.50,）（,0.0012,0.0011,）,248.66=43.64,元,/m,2,单价机械费,0.08,元,/m,2,换算基价,=22.12,43.640.08,=,65.84,元,/m,2,合价人工费,=22.1278.84=1743.94,元；合价材料费,=43.6478.84=3440.58,元；合价机械费,=0.0878.84=6.31,元,直接工程费,=65.8478.84=5190.83,元或者,=1743.94,3440.58,6.31=5190.83,元,一砖混水墙砌筑及墙面装修习题,2,M1,M1,M1,C1,C1,2100,3600,3600,4200,365,365,365,365,125,125,125,250,习题,2,【,列项,】,（一）一砖厚实心弧形墙,（,010302001501,）（,01030014,）,（二）一砖厚实心直形墙,（,010302001201,）（,01030009,）,【,工程量,】,L,中弧,=4.2/2,=6.60m,L,中直,=7.22,4.2,=18.60m,L,净,=4.22,40.12,=7.92m,L,垛,=0.1253,0.25=0.625m,h,外,=h,内,=3.30m,；,B,外,=B,内,=0.24m,S,外,MC,=2M1,2C1=21.22.4,21.51.8,=11.16m,2,S,内,MC,=M1=1.22.4=2.88m,2,（,01030050,）,V,砖平璇,=3M1,2C1=3,（,1.2,0.1,）,2,（,1.5,0.1,）,0.240.24=0.409m,3,（一）清单工程量,1.,弧形墙,（,010302001,5,01,）,V,弧,=6.63.30.24=5.23m,3,2.,直形墙,（,010302001,2,01,）,V,直,=,（,18.6,7.92,）,3.3,（,11.16,2.88,）,0.24,0.6253.30.365=18.39m,3,（二）定额工程量,1.,弧形墙（,01030014,）,V,弧,=,清单工程量,=6.63.30.24=5.23m,3,2.,直形墙（,01030009,）,扣减砖平璇,GL,体积,V,砖平璇,=0.409m,3,V,直,=,（,18.6,7.92,）,3.3,（,11.16,2.88,）,0.24,0.6253.30.365,V,砖平璇,=18.39,0.41=17.98m,3,3.,(,01030050,)V,砖平璇,=3M1,2C1=3,（,1.2,0.1,）,2,（,1.5,0.1,）,0.240.24,=0.409=0.41m,3,机械台班单价,已知人工单价,53.23,元,/,工日，材料单价同,03,消耗量定额。,03,基期人工单价,24.75,元,/,工日、,【,396,】,灰浆搅拌机,53.69,元,/,台班（其中人工费,34.51,元,/,台班）。,试求该分部分项工程直接工程费？,灰浆搅拌机台班单价,=53.69,34.51,（,53.2324.75,1,）,=93.40,元,/,台班,或者,=53.69,34.51,（,34.51,24.7553.23,）,=93.40,元,/,台班,或者,=15.39,（,34.51,53.2324.75,34.51,）,3.79=93.40,元,/,台班,（包括：折旧费及大修费等人工费燃料动力费）,直接工程费,已知人工单价,53.23,元,/,工日，材料单价同,03,消耗量定额。,03,基期人工单价,24.75,元,/,工日、灰浆搅拌机,53.69,元,/,台班（其中人工费,34.51,元,/,台班）。试求该分部分项工程直接工程费？,【,解答,】,灰浆搅拌机台班单价,=53.69,34.51,（,53.2324.75,1,）,=93.40,元,/,台班,单价人工费（,1,）,16.0853.23=855.94,；（,2,）,17.5853.23=935.78,；（,3,）,27.1053.23=1442.53,单价材料费；（,1,）,1206.41,；（,2,）,1209.33,；（,3,）,1574.55,单价机械费（,1,）（,2,）（,3,）,0.3893.40=35.49,直接工程费,=,（,1,）,2097.841.798=3771.92,元；（,2,）,2180.600.523=1140.45,元；,（,3,）,3052.570.041=125.16,元,4/29/2026,41,单位估价表（,人工,53.23,元,/,工日，材料同,03,定额,）,定 额 编 号,01030009,项 目,一砖混水,砖墙,10 m,3,基 价（元）,2097.84,其中,人工费（元）,855.94,材料费（元）,1206.41,机械费（元）,35.49,4/29/2026,42,单位估价表（人工,53.23,元,/,工日，材料同,03,定 额 编 号,01030014,项 目,一砖混水弧形,砖墙,10 m,3,基 价（元）,2180.60,其中,人工费（元）,935.78,材料费（元）,1209.33,机械费（元）,35.49,直接工程费（,4912.37,元,）,定额编号,名称,数量,单价人工费,单价材料费,单价机械费,单价小计,合价人工费,合价材料费,合价机械费,合价合计,01030014,一砖弧形混水墙,0.52310m,3,935.78,1209.33,35.49,2180.60,489.41,632.48,18.56,1140.45,01030009,一砖混水墙,1.79810m,3,855.94,1206.41,35.49,2097.84,1938.98,2169.13,63.81,3771.92,墙面抹灰,【,练习题,2,】,内墙面装修做法：,1,：,2,水泥砂浆打底,14mm,厚，,1,：,3,水泥砂浆找平层,6mm,厚，刮双飞粉。试求其直接工程费？（已知人工单价,53.23,元,/,工日，其他同,03,消耗量定额）,【,工程量,】,L,半圆里,=,（,2.1,0.12,）,2,0.12=5.98m,L,直内,=,（,3.6,2,4.2,）,2,8,0.12,2,0.24,3,（,4.2,2,0.12,）,=33.24m,L,垛侧,=0.125,2,3=0.75m,S,抹灰,=,（,L,半圆里,L,直内,L,垛侧,）,h,抹灰,（,S,外,MC,2 S,内,MC,）,=,（,5.98,33.24,0.75,）,3.3,（,11.16,22.88,）,=114.981=114.98m,2,直接工程费,砖墙面一般抹灰（,020201001001,）,【,直接工程费,】1443.80,857.75=2301.55,元,1.,墙面墙裙抹水泥砂浆（,14,6mm,）,(02020012),换,单价人工费,14.49053.23=771.30,元,/100m,2,；单价材料费,420.73,（,207.39,1,76.80,）,1,.620,（,176.80,186.69,）,0.690=463.46,元,/100m,2,；单价机械费,20.94,元,/100m,2,（,0.39,93.40,=,36.43,）,直接工程费,=1255.701.1498=1443.80,元,（,17.81,）,2.,刮双飞粉（两遍）（,02050311,）,单价人工费,0.11253.23=5.96,元,/m,2,；单价材料费,1.50,元,/m,2,；单价机械费,0,直接工程费,=7.46114.98=857.75,元,C,C,C,C,M,M,6480,4000,60,40,560,100,3.600,0.900,0.000,习题,4,外墙面水泥砂浆面层；外墙裙、挑檐水刷石装饰,M1000 2500mm,；,C1200 1500mm,外墙面抹水泥砂浆，底层为,1:3,水泥砂浆打底,14mm,厚，面层为,1:2,水泥砂浆抹面,6mm,厚；外墙裙水刷石，,1:3,水泥砂浆打底,12mm,厚，素水泥砂浆二遍，,1:2.5,水泥白石子,10mm,厚，挑檐水刷白石子，厚度及配合比均与定额相同。试列项计算直接工程费及综合单价分析？,习题,4,【,列项,】,（一）砖墙面一般抹灰（,020201,001,001,）,砖墙抹水泥砂浆,(14,6mm,）（,02020012,）,换,（二）水刷石装饰抹灰墙面（,020201,002,001,）,1.,砖墙水刷白石子（,02020055,）,换,2.1:3,水泥砂浆打底抹灰（,12mm,）,（,020200312,）（,020200317,）,（三）水刷石零星项目抹灰（,020203002001,）,水刷石零星项目（,02020057,）,L,挑檐,=L,外,80.6=20.96,4.80=25.76m,【,工程量,】,（题给条件未见室内外高差）,L,外,=,（,6.48,4,）,2=20.96m,H,外抹灰,=3.6,0.1,0.9=2.60m,；,H,裙抹灰,=0.9m,S,墙,MC,=51.21.5,1,（,2.5,0.9,）,=10.60m,2,S,裙,MC,=10.9=0.9m,2,1.,外墙墙面一般抹灰工程量,S,墙,抹灰,=20.962.6,10.60=43.90m,2,2.,外墙裙水刷石工程量,S,裙,抹灰,=20.96,0.9,0.90=17.96m,2,3.,零星项目（挑檐）水刷石工程量（竖直,100,水平,40,）,S,裙,抹灰,=L,挑檐,h,屋面板,L,中水平,B,水平,=25.760.1,20.96,（,0.56,0.04/2,）,8 0.04,=3.60m,2,直接工程费,已知人工单价,53.23,元,/,工日，材料单价同,03,消耗量定额。,03,基期人工单价,24.75,元,/,工日、灰浆搅拌机,53.69,元,/,台班（其中人工费,34.51,元,/,台班）。试求该分部分项工程直接工程费？,【,解答,】,（,020201002001,）,灰浆搅拌机台班单价,=53.69,34.51,（,53.2324.75,1,）,=93.40,元,/,台班,（一）,02020055,换,；,02020312,；,02020317,单价人工费,0.286753.23=15.26,元,/m,2,；,0.109753.23=5.84,；,0.003553.23=0.19,元,/m,2,合价人工费 材料费 机械费 管理费 利润,综合单价,=653.2317.96=36.37,元,/m,2,；分项工程合价,653.21,元,定额编号,定额名称,定额单位,数量,单价（元）,合价（元）,人工费,材料费,机械费,人工费,材料费,机械费,管理费,利润,风险费,0202,0055,换,水刷白石子,m,2,1,15.26,4.61,0.18,15.26,4.61,0.18,4.94,2.78,0202,0312,水泥砂浆打底厚,13,m,2,1,5.84,2.67,0.23,5.84,2.67,0.23,1.94,1.09,-0202,0317,水泥砂浆每增减,1,m,2,1,0.19,0.2,0.02,0.19,0.2,0.02,0.07,0.04,20.91,7.08,0.39,6.81,3.83,53.23,39.02,020202002001,墙面墙裙抹水刷白石子,清单工程量综合单价,分析表,练习题,7,【,背景,】,间壁墙采用轻钢龙骨双面镶嵌石膏板；柱面水泥砂浆粘贴,6mm,车边镜面玻璃。,【,列项,】,【,工程量,】,1.,装饰板墙面,S,墙,=,（,6,2 0.12,）,3,0.9 2=15.48m,2,（,1,）间壁墙轻钢龙骨,S,龙,=15.48m,2,（,2,）石膏板墙面,S,双面,=15.482=30.96m,2,2.,柱装饰玻璃面,S,柱,=0.443=4.80m,2,