《土木工程计算量》word版

1、PAGE 河南工程学院毕业设计鑫苑中央花园D18#楼预算设计院 别：土木工程专 业：工程造价学生姓名：耿静亚学 号：201020801114指导教师：李丰2013年5月28日编号名称单位工程量单价工程量预算表合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计土石方工程1-1平整场地100m210.57464.134905.854217.91716.06686.648.185.621-38机械挖土一般土1000m33.512533.559071.22507.127894.76249.74241.148.1828.711-127回填土夯填100m334.683000.4110405

2、4.2276346.98606.20641711.1112961.3012428.6251.21175.621-41余土外运100m30.7010402.317292.026.921.53252430.819.389.0624.517.151-128原土打夯100m210.5762.12656.70499.9086.1084.8981.380.9610.15桩与地基基础工程2-59深层搅拌桩10m3179.421548.21277782.9330165.88133807.890126.2513813.559866.316.111096.262-60空桩费10m311.971548.212573

3、.29684.5619.031428.62260.95186.37B1-144碎石垫层10m320.6323325.2020095.453660.08713853.49244.691396.01936.304.7998.82B1-152混凝土垫层10m315.152280.334546.543766.3714780.7777.26361436.476963.499.5143.93砌筑工程3-58加气混凝土砌块10m319.0312129.5340528.367855.99729776.6694.201510.681289.549.68184.223-6换M10砂浆砖墙10m3115.64126

4、40.75305380.8267527.41211991.92145.1410593.878025.4913.881605.10编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计3-6换M7.5砂浆砖墙10m343.7292625.34114803.2325535.1180163.57811.174006.013034.7913.88606.96混凝土及钢筋混凝土工程4-2换C35混凝土带型基础10m334.322795.195927.839666.8944181.58215.43354496.232248.128.63296.184-21换C35基础梁混

5、凝土10m314.30211730264.636404.9728542.09227.843664.272830.108.78125.554-36换现浇板C25混凝土10m310.452643.6727626.3510280.4763078.22508.134518.563442.707.5879.214-26换圈（过）梁10m329.0563150.7191547.0324475.953205.31390.229565.243244.3919.59569.214-22换矩形梁C2510m39.6052710.0626030.1263754.30617156.64129.002147.77165

6、8.889.0987.314-40换栏板C2510m31.1194063.784547.371104.292178.1728.85608.65513.6222.9525.684-44换阳台混凝土C2510m33.3023769.3312446.333115.176567.0579.281448.92724.4621.9472.454-47换直行楼梯C2510m333.904809.52227446.036822.84114854.7192.243173.411586.714.68158.67编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计4-195换商品

7、混凝土运输费10m3149.901197.1229548.493010.01223939.191732.86866.430.5886.944-86预应力空心板10m315.1817474.3112996.4812957.7489435.373667.885107.802298.5621.03319.264-167现浇构件钢筋冷轧带肋钢筋t19.4134395.2585321.28512938.7662883.75436.406044.043022.0215.57302.264-168现浇构件钢筋级钢筋10以内t29.3184172.87122338.5713010.1699456.33769.

8、606075.283034.7110.35303.44编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计4-169现浇构件钢筋级钢筋10以上t41.5954028.5167564.1716150.92138358.71583.117648.493824.249.19382.264-170现浇构件钢筋级钢筋综合t57.8323949.38228400.8516835.47192532.62896.809632.506503.217.03屋面及防水工程7-206换水泥砂浆找平层100m28.653711.026151.752399.913445.88133.7

9、8846.44753.686.757.987-206水泥砂浆找平层100m32.8951048.93035.84802.931152.8844.76283.19252.156.719.407-127高聚物改性沥青卷材（SBS）防水层(冷贴)厚4mm平面100m28.6535194.6644950.433199.87939695.641086.47967.418.674.427-8仿瓷波形装饰瓦100m25.81018134.8747264.4112411.7726678.18143.684248.173782.6150.08290.977-106upvc水落管10m20.16415.35837

10、3.462210.5444744.051750.56668.302.5551.41防腐、隔热、保温工程8-184换50厚聚苯乙烯保温板100m28.6532668.2523088.94.26编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计楼地面工程B1-152混凝土垫层C1510m33.9682321.419212.041620.936361.1833.25618.21414.669.537.707-157聚氨酯防水涂料（平面）100m23.0243683.9211206.48663.163210051.35225.17200.495.115.42B1-

11、42陶瓷锦砖楼地面100m22.4015282.8812724.875032.064490.6650.471932.591178.4149.08117.84B1-4水泥砂浆地面100m248.051911.5443800.1416178.2918606.79831.765104.943078.638.11389.69B1-52地面垫层10m29.0712280.322121.128893.2160942.06146.773391.832275.0122.8206.82B1-76面砖踢脚100m20.4846703.253244.3731163.811248.07125.92446.89359.

12、6956.327.25B1-70水泥砂浆踢脚100m23.48143053.7510631.335239.511928.90486.102021.161355.6635.4123.24B1-154散水10m31.3552857.863873.4778.422574.29723.67296.88199.1313.3618.10编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计B1-102金属栏杆扶手10m2.0211224.924754570.951411.89104.51232.33155.847.0114.17墙、柱面工程B2-6混合砂浆 砖、混凝土墙

13、厚15+5mm100m268.941395.8396229.0846185.6625888.351193.3514323.668637.4915.861093.39B2-16水泥砂浆墙面抹灰100m2146.03751470.9320581.0696894.4267355.422419.8430031.1518110.1115.72292.79B5-183防磁涂料100m2131.115397.452104.521706.0916567.698278.605552.723.85504.79B2-83外墙贴面砖100m26.7536757.4545631.3719684.7913175.9815

14、8.637549.795063.8768.17460.35B5-180外墙涂料装饰100m214.92413336.2199029.458117.91181047.73364.173331.043168.6613.61203.12天棚工程B3-5天棚抹混合砂浆 混凝土面 厚10+2mm100m232.8771236.5740655.2720569.58153.17325.157060.994545.9014.71483.628-184换聚苯板保温顶棚100m24.1193178.2513093.79754.526017.86261.43175.474.2617.55B3-11水泥砂浆顶棚抹灰1

15、00m29.6781451.0114042.67232.762598.83125.622485.411600.2617.59170.24门窗工程B4-27丙级防火门100m20.6762594.841938.521118.20812998.84426.48228.84110.1973.83B4-12电子对讲门m215.75373.025875.0715238.13297980.4991.465811.753118.522.5354.38B4-20成品防盗门100m21.0515197.7215957.611246.1413935.5645.612475.272255.02427.628.98编

16、号名称工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计B4-27钢制卷帘防火门100m23.25562594.8203746.0715422.74179284.95882.183156.28110.19358.67B4-18成品窗安装塑钢推拉门100m24.4920755.5993192.605309.4384749.1522.452024.991086.5827.5123.48B4-15彩铝地弹门100m21.38628879.0940026.421956.0136836.8487.2487746.01400.3032.8245.49B4-67塑钢推拉窗100m2

17、4.35719885.4186640.735152.1578447.3921.7851965.011054.3927.5119.82B4-68塑钢平开窗100m24.82422060.86106421.597750.8198912.4925.212956.121586.2135.75172.46B4-53彩铝推拉窗100m20.2720068.445418.48261.234987.1716.996599.6353.4622.56.08B4-54彩铝平开窗100m20.21622451.354849.4992.883775.051.0835.42419.008102.16PAGE 建 筑 工

18、程 预 算 书工程名称：鑫苑中央花园D18序号编号定额项目单位工程量定额直接费单价总价（元）一、土（石）方工程1.1-1场地平整10010.57464.134905.85工程量：81.55*(1.8+0.6+6+3.9+0.12*2)+(8.6*0.6+2.84*0.6)*5（首层建筑面积）=1056.962.1-38（换）挖土方1000m2.3632584.51610811工程量: （1.8+0.5）*（2.6+5.1*2）*5（1-1剖面）+（2.1+0.5）*（10.5*2+81.32-2.6*5）（2-2剖面）+（2.4+0.5）*（0.6+6+3.9）*3（3-3剖面）+（3+0.5

19、）*（0.6+6+3.9）（5-5剖面）+（3.3+0.5）*81.31*2（6-6剖面）=2363.48 m3.1-127土方回填100m16.6243000.4149881.04工程量:V=挖土方工程量-砼垫层工程量-碎石垫层-带型基础=2363.48-151.51-206.312-343.184=1662.474 m 4.1-41余土外运1000m0.70110402.317292.02工程量:V=挖土方工程量-土方回填工程量=701.01 m5.1-128原土打夯10010.5762.12752.27工程量:S=1056.96二、桩与地基基础工程6.2-59深层搅拌桩10m179.42

20、21548.21277782.93工程量:V=（0.5/2）*(0.5/2)*7.5*1219(根)=1794.22m7.2-61空桩费10m11.966215.052573.29空桩量=（0.5/2）*(0.5/2)*0.5*1219=119.61m三、垫层8.B1-144碎石垫层10m20.6311130.5923325.20工程量:V=V = 11 * Arabic * MERGEFORMAT 1-1+V = 22 * Arabic * MERGEFORMAT 2-2+V = 33 * Arabic * MERGEFORMAT 3-3+V = 55 * Arabic * MERGEFOR

21、MAT 5-5+V = 66 * Arabic * MERGEFORMAT 6-6=206.312mV = 11 * Arabic * MERGEFORMAT 1-1=(3.9+1.2)*(1.8+0.5)*0.2*10+2.6*（1.8+0.5）*0.2*5-（1.8+0.5）*0.5*0.5*（1.8+0.5）*0.2*2*5=26.795mV = 22 * Arabic * MERGEFORMAT 2-2=(11.7-1.2)*2*(2.1+0.5)*0.2+(81.31-2.6*5)*(2.1+0.5)*0.2-(2.1+0.5)*(2.1+0.5)*0.25*0.2*2-(1.8+0

22、.5)*（1.8+0.5）*0.25*0.2*10=42.775mV = 33 * Arabic * MERGEFORMAT 3-3=(6.6+3.9)*(2.4+0.5)*0.2*3-(2.4+0.5)*(2.1+0.5)*0.25*0.2*3=17.139mV = 55 * Arabic * MERGEFORMAT 5-5=(6.6+3.9)*(3+0.5)*0.2-(3+0.5)*(2.1+0.5)*0.25*0.2=6.895mV = 66 * Arabic * MERGEFORMAT 6-6=81.55*(3.3+0.5)*0.2*2-(3.3+0.5)*(3+0.5)*0.2-(3

23、.3+0.5)*(2.4+0.5)*0.2*3-(3.3+0.5)*(2.1+0.5)*0.25*0.2*4=112.708m9.B1-152混凝土垫层10m15.1512280.3034548.825工程量:V=V = 11 * Arabic * MERGEFORMAT 1-1+V = 22 * Arabic * MERGEFORMAT 2-2+V = 33 * Arabic * MERGEFORMAT 3-3+V = 55 * Arabic * MERGEFORMAT 5-5+V = 66 * Arabic * MERGEFORMAT 6-6=-mV = 11 * Arabic * MER

24、GEFORMAT 1-1=(3.9+1.2)*(1.8+0.2)*0.1*10+2.6*（1.8+0.2）*0.1*5-（1.8+0.2）*0.5*0.5*（1.8+0.5）*0.1*2*5=11.8mV = 22 * Arabic * MERGEFORMAT 2-2=(11.7-1.2)*2*(2.1+0.2)*0.1+(81.31-2.6*5)*(2.1+0.2)*0.1-(2.1+0.2)*(2.1+0.2)*0.25*0.1*2-(1.8+0.2)*（1.8+0.2）*0.25*0.1*10=19.2768mV = 33 * Arabic * MERGEFORMAT 3-3=(6.6+

25、3.9)*(2.4+0.2)*0.1*3-(2.4+0.2)*(2.1+0.2)*0.25*0.1*3=7.7415mV = 55 * Arabic * MERGEFORMAT 5-5=(6.6+3.9)*(3+0.2)*0.1-(3+0.2)*(2.1+0.2)*0.25*0.1=3.176mV = 66 * Arabic * MERGEFORMAT 6-6=81.55*(3.3+0.2)*0.1*2-(3.3+0.2)*(3+0.2)*0.1-(3.3+0.2)*(2.4+0.2)*0.1*3-(3.3+0.2)*(2.1+0.2)*0.25*0.1*4=109.515m四、混凝土及钢筋混

26、凝土工程104-2换C35砼带形基础10m34.322795.195927.83工程量:V=(25.6+75.047+27.72+11.655+197.832)+(0.74+0.65+0.29+0.625+2.25+0.33+0.55)=343.184 m1-1=*(3.9+1.2)*5+*2.6*5=25.67m2-2=*=75.047m3-3=*(6+0.6+3.9)*3=27.72m5-5=*(6+0.6+3.9)=11.655 m6-6=*(81.31+81.31-4.2*2*5)+*(4.2*2*5)=197.832 mT型接头：6-6与2-2 =*4 =0.74m2-2与1-1 =

27、*10=0.65m1-1与6-6 =*10=0.29m3-3与2-2 =*3=0.625m3-3与6-6 =(2*0.6 +3.3)/6*0.25*(1.2 -0.2)*4*3 =2.25m5-5与2-2 =(2*0.6+2.1)/6*0.25*(1. 5-0.3)*2 =0.33m5-5与6-6 =(2*0.6+2.1)/6*0.25*(1. 5-0.3)*4 =0.55m11.4-21换C35砼基础梁10m14.296211730264.632工程量：V=4.133+12.180+9.828+3.406+35.108+4.133+19.404+9.828+3.406+18.116+6.06

28、9+14.749+2.6=142.96mJZL1=(3.9+1.02)*0.7*0.6*2=4.133 m JZL2=2.9*0.7*0.6*10=12.180 mJZL3=7.8*0.7*0.6*3=9.828 m JZL4=8.11*0.7*0.6=3.406 m JZL5=(81.55+1.02*2)*0.7*0.6=35.108 m JZL6=(3.9+1.02)*0.7*0.6*2=4.133 mJZL7=8.4*0.7*0.66*5=19.404m JZL8=7.8*0.7*0.6*3=9.828mJZL9=8.11*0.7*0.6=3.406m JZL10=12.94*0.4*0

29、.7*5=18.116mJZL11=12.94*0.67*0.7=6.069m JZL12=6.02*0.35*0.7*10=14.749mJCL1=2.6*0.4*0.5*5=2.6m (4-22)换矩形梁C3510m18.4952944.3254455.20工程量:V=(2.573+7.56+1.658+2.16+3.78+0.956+1.764+0.956+2.176+1.25+1.248+0.735+1.218+0.956+1.404+0.702+0.702+0.5625+1.62+0.693+0.725+0.18+0.019+0.9+0.648+0.546)*5=184.95 mWK

30、L1=0.35*0.7*10.5=2.573mWKL2=0.4*0.9*10.5*2=7.56m WKL3=0.25*0.65*5.1*2=1.658mWKL4=0.4*0.9*6=2.16m WKL5=0.4*0.9*10.5=3.78mWKL6=0.35*0.7*3.9=0.956m WKL7=0.3*0.7*8.4=1.764mWKL8=0.35*0.7*3.9=0.956m WKL9=0.4*0.8*6.8=2.176mWKL10=0.35*0.65*5.5=1.25m WKL11=0.4*0.8*3.9=1.248mWKL12=0.35*0.7*3=0.735m WKL13=0.3*

31、0.7*2.9*2=1.218mWKL14=0.35*0.7*3.9=0.956m TQL1=0.3*0.6*3.9*2=1.404mTQL2=0.3*0.6*3.9=0.702m TQL3=0.3*0.6*3.9=0.702mL1=0.25*0.5*2.25*2=0.5625m L2=0.2*0.5*16.2=1.62mL3=0.15*0.55*8.4=0.693m L4=0.25*0.5*2.9*2=0.725mL5=0.15*0.3*2*2=0.18m L6=0.15*0.2*0.64=0.019mTL=0.25*0.5*1.8*4=0.9m TL=0.4*0.9*1.8=0.648mL

32、L1=0.3*0.7*2.6=0.546m12.(4-36)换现浇板C25砼量 10m10.4532643.6727634.28工程量： V=(0.6+3.75+2.25+2.5+1.4+0.17*2)*(81.55+0.17*2)+(0.18*2+2.6)*(0.6-0.17+ 0.12)*5-(0.5*0.5*11+0.5*1*2+0.5*0.9*2)*5-0.5*0.5*3*2*0.12=104.53m13.（4-26）换圈（过）梁C2510m29.5059 3150.7191547.03工程量：WKL+TQL+L+TL+TL+LH+QL+PL+WL=295.059mWKL=0.35*0

33、.7*10.5+0.4*0.9*7.6+0.25*0.65*5.1*2+0.4*0.9*9.4+0.4*0.9*7.6+0.35*0.7*3.9+0.7*0.3*8.4+0.35*0.7*3.9+0.4*0.8*6.8+0.35*0.65*2.6+0.4*0.*6.8+0.35*0.7*3+0.3*0.7*2.9*2+0.35*0.7*3.9=24.616mTQL=0.3*0.6*3.9*2+0.3*0.6*3.9+0.3*0.6*3.9=2.808mL=0.281+1.62+0.693+0.363+0.131+0.019=3.107mTL=0.25*0.5*1.8*4=0.9mTL=0.25

34、*0.5*1.8*3=0.675mLH=0.3*0.7*2.6=0.546mQL=196.1*0.24*0.24*4=45.181mPL=2.6*0.24*0.4*5+2.6*0.2*0.4*5+2.6*0.1*0.4*10+2.38*0.4*0.24*10=5.613mWL=12*10+11.1*0.24*0.24*10+6.6*0.24*0.4*5 =88.589m14.（4-22）换矩形梁C2510m9.60482710.06工程量：V=楼梯梁工程量+阳台挑梁处梁工程量+单梁工程量= V1+V2+V3=96.048m楼梯梁:V1=0.2*0.35*2.6*12*5+0.24*0.3*2.

35、6*12*5=14.664m阳台挑梁处梁：阳台挑梁处梁挑出部分工程量：V2 =1.7*0.24*0.37*5*4+1.1*0.24*0.24*10*4+0.9*0.24*0.24*8*4=7.212m单梁：L1(1)工程量=8.4*0.24*0.37*5*4=14.918mL2(1)工程量=2.9*0.24*0.37*2*5*4=10.301mL3(2)工程量=2.9*0.24*0.3*2*4*5=8.352mL4(1)工程量=2.25*0.24*0.24*2*5*4=5.184mL5(1)工程量=2.25*0.18*0.3*2*5*4=4.86mL6(1)工程量=1.8*0.24*0.37*

36、4*4=2.557mQL1=2.6*0.24*0.3*5*5=4.68mL0=8.4*0.24*0.35*5+4.16*0.24*0.25*10=6.024m复2 L1=3.0*0.15*0.3*10=1.350mL2=2.25*0.18*0.3*10=1.215mL3=4.2*0.24*0.37*10=3.7296mLa=4.16*0.24*0.45*10=4.493mLb=4.22*0.24*0.45*10=4.558mLc=2.6*0.3*0.5*5=1.95m单梁工程量：V3=14.918+10.301+8.352+5.184+4.86+2.557+4.68+6.024+1.35+1.

37、215+3.7296+4.493+4.558+1.95=74.172m15.（4-40）换栏板10m1.1194063.784547.37工程量：V=0.5（4.2+0.24）0.126个7=11.186m16.（4-44）换阳台C2510m3.30023769.33-工程量：二层 1个标准层 4个复式一层 1个阳台板工程量：V=V11个+V24+V31+=(8.4+0.24)*(1.7+0.12)*0.105*5*4=33.022m17.（4-47）换直形楼梯C251033.904809.52227446.03工程量：S=*5=339.0418.4-195商砼运输费10m149.901197

38、.1229548.4919.4-86预应力空心板10m15.1817474.30112996.48工程量：YKB3051 标准层 5*10*3+3*10*3=240块YKB3061 标准层 5*10*3=150块YKB3951 标准层3*10*3+（复一）3*10+（复二）4*10=160块YKB3961 标准层3*10*3+（复一）3*10+（复二）3*10=150块YKB4251 标准层3*10*3=90块YKB4261 标准层6*10*3+（复一）6*10=240块YKB3051 V1=0.109m240块=26.16mYKB3061 V2=0.130150块=19.5mYKB3951

39、V3=0.142m160块=22.72 mYKB3961 V4= 0.169 m150块=25.35 mYKB4251 V5=0.153 m90块=13.77 mYKB4261 V6=0.182 m240块=43.68 m预应力空心板工程量：V=26.16+19.5+22.72+25.35+13.77+43.68=151.18 m20.4-167冷轧带肋钢筋t19.4134395.2585321.285工程量：R7+R9=8170.184+11241.97=19412.154kg=19.413tR7工程量=602.8*5+9752.4+151.3+7252+4969.85+1914.040.3

40、02=27053.59m0.302kg/m=8170.184kgR9工程量=2184*5+755.2*5+566.4*5+4100+901.0050.499=22529.005m0.499kg/m=11241.97kg21.4-168现浇构件级钢筋10以内t29.3184172.87122338.57工程量：10+6+8=29317.608kg=29.318t10工程量=2860.83+779.78+628.80+170.1+70.2+203.2+601.98+208.53+1130.5+2173.22+203.2+762.0+601.98+210.82+1346.2+284.08+1060.

41、8+234.9+12719.56+900+282+240+1757.850.617=30776.73m0.617kg/m=18989.242kg6工程量=1203.840+887.04+769.44+509.44+509.44+219.648+178.304+18375.472+1708.479+889.36+1139.4+18.32+1044.3520.222=26943.095m0.222kg/m=5981.367kg8工程量=196.64+381.44+96+4341.2+3756.86+2232.920.395=11005.06m0.395kg/m=4346.999kg22.4-169

42、现浇构件级钢筋10以上t41.594684028.5167564.17工程量：12+14=41594.68kg=41.59468t12工程量= 1152.21+687.83+244.78+1449+35286.360.888=34472.32kg14工程量=5777.41+108.8421.21=5886.252m1.21kg/m=7122.36kg23.4-170现浇构件级钢筋综合t57.83213949.38228400.85工程量：12+14+16+18+20+22+25=57832.07645kg=57.8321t12工程量=68.0+176.0+115.2+464.4+483+166

43、.4+2793.6+1951.20.888=3717.8m0.888kg/m=3301.4064kg14工程量=15.6+58+46.8+16.22+163.10+15.6+84+46.8+16.22+105+21+102+2134+336+464+464+180+180+172.8+6637.315+347.2+144.4+402.8+6241.21=12776.855m1.21kg/m=15459.99455kg16工程量=1440.8+504+ 180+180+132+86.4+1612.8+123+15.3+432+3121.58=5018.3m1.58kg/m=7928.914kg1

44、8工程量=84+928+84+481.8+6992.0=2276.8m2.0kg/m=4553.6kg20工程量= 52+39+40.55+472.50+52.5+255+827+ 392.47=1777.55m2.47kg/m=4390.5485kg22工程量=39+290+117+40.55+407.75+210+117+40.55+863.5+68+82+418.4 2.98=8027.226kg25工程量= 65+46.8+163.8+56.77+407.75+46.8+378+117+52.5+255+2091.2 3.85=14170.387kg五、屋面及防水工程24.7-206换

45、水泥砂浆找平层1008.6532711.026151.75工程量：屋顶S=(12.575*3.9+8.926*4.2)*10=865.3225.7-206、7-207水泥砂浆找平层1002.8941048.93035.84工程量：室内S=48.24+144.72+48.24+48.24=289.4426.7-1274厚SBS防水卷材1008.65325194.6644950.43工程量：S=W1+W2+W3+W4=865.3227.7-8陶瓷波形装饰瓦1005. 810 18134.8747264. 41工程量：S=W1=581.0128.7-106UPVC 水落管10m20.16415.35

46、8373.46工程量：L=16.8（6+6）=201.6m六、防腐保温隔热屋面29.8-184换50厚聚苯乙烯保温板1008.65322668.2523088.9工程量：S=W2+W3=865.32七、楼地面工程30.B1-152换混泥土垫层C1510m33.96832321.4079212.04工程量：V= V1+V2+V3=6.992+0.45+32.241=39.683m3V1=0.08*87.399=6.992m3V2=0.15*1.2*0.5*5=0.45m3V3=0.04*806.01=32.241m3 31.7-157聚氨酯防水涂料（平面）1003.0243683.9211206

47、.48工程量：S=50.7*6=302.432.B1-42陶瓷锦砖楼地面1002.4015282.8812724.87工程量：S=S地3+S楼3=43.47+197.4=240.0733.B1-4水泥砂浆地面10048.0507911.5443800.14工程量：S=806.01+48.24+50+66.36+144.72+199.08+1654.74+48.24+116.36+551.58+48.24+146.688+475.152=4805.0734.B1-152地面垫层10m9.7012280.3022121.12工程量：V=16.55+49.65+16.55+14.26=97.01mB

48、1-76面砖踢脚1000.4846703.253244.37335.工程量：S踢1=*0.1*5+*0.1*5=48.436.B1-70水泥砂浆踢脚1003.48143053.7510631.33工程量：S踢2=*10*0.1+*10*0.1*4+45.49+(3-0.24-0.8)*10*0.1+*10*0.1=348.1437.B1-154散水10m1.3552857.863873.4工程量：V=0.08S散=0.08(63.24+0.92+12.9+0.24+0.92)2-0.90.96+0.6(4.2-0.24)6=13.550m38.B1-102金属栏杆扶手10m2.0211224.

49、9024754.00工程量：L=L1+L2+L3=202.09m1-5楼梯L1=(3.08+1.4+2.246)1.15+0.39+0.16+1.25+1.43=38.37m6楼梯L2=(0.46+0.12+0.11)2+0.92+0.0721.153=8.42m15层阳台0.95m高L3=（1.2+4.2-1.1）6+（1.2+4.2）64=155.4m八、墙、柱面工程39.B2-6混合砂浆10068.9401395.8396229.08工程量：S=17.8*(5.1-0.24+2.6-0.24)*5=642.5840.B2-16水泥砂浆墙面抹灰100146.03751470.9320581

50、.06工程量：S=*2.8-1.6*2.1-1.2*1.45*50+*2.8-0.2*2.1*60+*3.5-3*2.2*2*10+1405.9*50+1232.74+646.604+845.796=14603.7541.B5-183防瓷涂料100131.1135397.4052104.5工程量：S=642.58+1016.2+1421.28+1769.05+1405.9+4217.7+1405.9+1232.74=13111.3542.B2-83外墙贴面砖1006.752756757.4545631.37工程量：S=240+435.275=675.27543.B5-180外墙涂料装饰1001

51、4.92413336.2199029.45工程量：S=646.604+845.796=1492.4九、天棚工程44.B3-5混合砂浆顶棚抹灰10032.877451236.5740655.27工程量：S=617.94+1853.82+815.985=3287.74545.(8-184)换聚苯板保温顶棚1004.119813178.2513093.79工程量：S=411.981B3-11水泥砂浆顶棚抹灰1009.677811451.0114042.6工程量：S=411.981+98.24+294.72+114.6+48.24=967.781十、门窗工程B4-27钢制卷帘防火门1002.91625

52、94.80182150.87工程量：S=0.9*2.1*110+0.8*2.1*70=325.50m2B4-27丙级防火门1000.6762594.8041938.52工程量：S=0.8*1.6*10+0.6*1.8*(10+10*3+10)=66.8m2B4-12电子对讲门1000.157520516.843231.40工程量：S=1.5*2.1*5=15.75m2B4-20成品防盗门1001.0515197.7215957.61工程量：S=1*2.1*50=105m2B4-18塑钢推拉门100m24.4920755.5993192.59工程量：S=2.7*2.2*10+2*2.35*40+

53、1.6*2.1*50+1.6*2.1*10=449.40m2B4-68塑钢平开窗100m24.82422060.86106421.59S=1.5*1.45*25+1.5*1.45*25+1.2*1.45*50+1.2*1.448*10+0.6*1.15*30+0.6*1.35*30+1.8*1.9*25*2+2.5*2.132*10=482.43m2B4-67塑钢推拉窗100m24.356619885.4186632.78S=1.2*2.2*20+1.2*2*5+2.4*1.18*10+3.1*2.25*30+3.1*1.9*10+0.86*2.25*30+0.86*1.9*10=435.66

54、m2B4-15彩铝地弹门100m21.38628879.0940026.42S=3.3*2.2*10+3*2.2*10=138.6m2B4-53彩铝推拉窗100m20.2720068.445418.48S=3*0.9*10=27m2B4-54彩铝平开窗100m20.21622451.354849.49S=0.6*1.8*20=21.6十一、墙体工程3-58加气砼砌块10m19.03162129.5340528.36工程量:V=14.392+39.515+31.164+37.765+28.7+23.8+14.98=190.316m3-6换砖墙M = 10 * Arabic * MERGEFORM

55、AT 10砂浆10m115.64172640.75305380.82工程量：V=28.224+4.919+65.923+34.272+24.192+22.257+13.789+16.387+15.331+20.059+19.375+13.699+5.952+96.526+76.205+197.77+108.864+72.576+49.162+45.794+120.355+39.9816+41.098+23.551=1156.417m3-6换砖墙M = 75 * Arabic * MERGEFORMAT 7.5砂浆10m43.72892625.34114803.23工程量：V=32.175+26

56、.208+49.459+36.288+24.998+32.767+40.118+13.327+13.699+5.952+23.24+9.78+46.152+34.906+16.546+32.674=437.289m钢筋计算过程基础梁JL1112：单根长=2200-240+29.7512=2354 根数=（3600+600+700-40）/100+16+（3900+900+700+500-240）/100+13=483总计：2354483=1136982mm10：单根长=3600-900=2700 根数=（2200-240）/200+16=72 总计=270072=194400mm单根长=390

57、0+900-1700-900=3200 根数=（2200-240）/200+13=36 总计=320036=115200mm合计=194400+115200=309600mmJL2212: 单根长=2000-240+29.7512=2154 根数=(2700+3600+600+1200+1000+900-240)/130+1 6+(3900+600-40)/130+16+(3900+900+700-40)/130+16=746+366+436=918 总计=2154918=1977372mm10：单根长=2700+3600+600+1200+1000-500-40=8560mm 根数=(200

58、0-240)/200+16=66 总计=856066=564960mm 单根长=3900-600-900=2400mm 根数=（2000-240）/200+16=66 总计=240066=158400mm 单根长=3900+900-700-900=3200mm 根数=（2000-240）/200+16=66 总计=320066=211200mm 合计=5649600+158400+211200=934560mmJL3310分布筋：单根长=4200-1100-100=3000mm 根数=(1400-240)/200+16=48 总计=300048=144000mm 单根长=4200+600-11

59、00+849+3600-900=7249mm 根数=（1400-240）/200+12=16 总计=724916=115984mm 单根长=3900-900-600=2400mm 根数=（1400-240）/200+12=16 总计=240016=38400mm 单根长=3600+300-600=2700mm 根数=(1400-240)/200+14=32 总计=270032=86400mm合计=144000+115984+38400+86400=384784mm10受力筋：单根长=1400-240+29.7510=1515mm根数=4200/130+16+(4200+600+1100+849

60、+3600+373-40）/130+(3600+600+300-40)/130+14+(3900+600-40)/130+12=346+842+364+362=588总计=1515588=890820mmJL3a3a10受力筋:单根长=1400-240+29.7510=1515mm 根数=(3700+1000-40)/130+16=376=222 总计=1515222=336330mm10分布筋:单根长=3700-1100-1000=1600mm 根数=（1400-240）/200+16=48 总计=160048=76800mmJL4410受力筋:单根长=1200-240+29.7510=13