河北住宅楼土建工程量计算及预算书全套

预算书建设单位：XX小区工程名称：XX小区住宅楼工程结构类型：砖混结构建筑面积：7088.68层数：6+1工程造价：308.05万元单方造价：434.57元/m2编制人：XX表一预算编制说明书本工程为XX小区区住宅楼，结结构形式为砖砖混，总高度度17.4m，总高度72.811m，建筑面积6711..34㎡。建建筑类别为三三类，耐火等等级为二级，抗抗震设防烈度度为七度半，使使用年限为50年。室内标标高为+0.0000，等于绝对对高程。外墙墙厚370，轴线外250，内120，内墙240，轴线居中中。屋面防水水等级为二级级，上人屋面面面层为水泥泥抹面。所有有卫生间厨房房阳台比其他他楼地面低20㎜，地漏做做泛水。墙面面防潮，室内内地面抹1：2水泥砂浆，加加5%防水粉。所所有下房钢窗窗外做靠窗护护栏，所有预预埋土砖铁件件均作防腐防防锈处理。构造柱柱与梁交接处处，在梁上范范围内箍筋加加密，一米以下洞口口采用钢筋混混凝土过梁，板板内分布筋6＠250，楼板边支支座负筋锚入入圈梁内30d。当墙垛宽宽度小于240时用素混凝凝土浇筑，悬悬挑阳台雨篷篷必须待上部部结构施工完完毕后，符合合强度拆模。表二工程造价计算表序号费用项目名称费用1直接措施性费用2421606..392直接、措施性中人人工、机械费费632450.6693现场经费107516.6624企业管理费126490.1145财务费用44271.5556社会保险职工养老失业保险险101192.1117职工基本医疗保险险31622.5338利润139139.1159规费6538.0410税金102158.33211工程总造价3080534..85表三工程预算书定额编号项目名称单位工程量基价（元）合价（元）人工费机械费单价合价单价合价（一）土石方工程1-31平整场地100m212.9056.70731.4356.70731.431-8挖沟槽100m311.76834.349811.84830.169762.684.1849.161-33回填土100m38.03714.425736.79529.204249.48185.221487.321-92余土外运100m33.73530.281977.94530.281977.94（二）砌筑工程3-1MU10砖基础10m313.181072.9914142.000280.143692.2516.56218.263-3MU10砖墙10m3121.601190.18144725.889382.7246538.75516.131961.41（三）混凝土工程4-2混凝土垫层10m38.461717.5014530.055219.881860.18125.211059.284-2混凝土基础10m331.211717.5053603.188219.886862.45125.213907.804-18混凝土地圈梁10m32.611736.494532.24301.99788.1972.47189.154-21混凝土圈梁10m319.641957.3738442.755546.2510728.35544.48873.594-22过梁10m315.932060.3732821.699591.799427.2172.471154.454-32现浇钢筋混凝土板板10m357.381816.70104242.225306.3617578.94473.644225.46定额编号项目名称单位工程量基价（元）合价（元）人工费机械费单价合价单价合价4-19连梁10m33.571786.136376.48351.671255.4672.47258.724-14构造柱10m320.561941.3339913.744496.8010214.21172.321486.904-39雨篷10m33.392112.737162.15532.681805.79107.55364.594-37阳台10m32.192093.524584.81539.351181.18102.10223.604-41楼梯10m330.78514.6115839.700119.143667.1330.33933.56（四）模板工程13-10混凝土垫层100m20.462377.92265.8837.0513-3混凝土基础100m21.032350.17589.26168.4613-31现浇过梁100m212.863668.631213.25137.2413-43现浇钢筋混凝土板板100m247.821769.10637.56177.3513-29现浇圈梁100m225.631643.20747.0474.6113-22构造柱100m230.402032.03848.70151.2313-50楼梯10m235.06828.11220.1126.4913-27连梁100m24.101919.34906.66173.1813-55雨篷10m25.26365.51132.0239.6113-53阳台10m237.90495.94170.246.37定额编号项目名称单位工程量基价（元）合价（元）人工费机械费单价合价单价合价（五）脚手架工程12-2综合脚手架100m257.491075.96330.7463.834（六）门窗工程6-129防火门100m20.1115220.6333523.60325.436-154普通钢门100m27.8012087.355872.8593.066-161防盗门100m21.952688.2421.623.646-177塑钢门100m20.0830889.2991472.0066.506-180塑钢窗100m27.0824495.3551545.6067.096-184中空玻璃塑钢窗100m20.2017044.533793.3694.77（七）屋面工程7-25防水砂浆找平层100m29.18488.88179.4010.629-221珍珠岩保温10m3391604.56129.4248.557-25水泥砂浆找平层100m29.18488.88179.4010.628-30SBS卷材100m29.762553.40184.008-70塑料排水管100m3.382953.25517.50（八）楼地面工程定额编号项目名称单位基价（元）合价（元）人工费机械费单价单价合价7-208水磨石楼地面100m26.834853.12917.6435.647-208大理石楼地面100m240.994853.12917.6435.646-297踢脚板100m210.3911151.655855.725.877-141楼梯面层100m23.252052.631409.9019.117-222混凝土散水面抹光光100m21.12642.871207.27138.687-169防滑地砖100m24.874939.281162.8031.65（九）墙面工程10-35水泥砂浆100m21181.86695.53383.6411.4610-236内墙调和漆100m21181.861118.59407.5210-9一般抹灰100m215.50417.11294.8610.1910-81水刷石装饰面抹灰灰100m215.501557.24939.0912.3110-255刮腻子两遍100m22363.72175.65101.20（十）天棚工程10-55混合砂浆粉100m251.94604.89413.317.2210-261喷刷涂料100m251.94127.8385.33（十一）油漆工程定额编号项目名称单位基价（元）合价（元）人工费机械费单价合价单价合价10-225调和漆三遍100m217.221093.88555.1210-221防锈漆一遍100m217.22374.16139.32（十二）钢筋工程4-246直径10mm以内内t74.8192686.71479.7832.244-247直径10mm以外外t47.7512562.47280.8380.18合计表四单位工程工料分析定额编号项目名称单位工程量人工费定额用工定额用料定额用料定额用料定额用料定额用料（一）土石方工程1-31平整场地100m213.713.15043.191-8挖沟槽100m313.0946.12603.71-33回填土100m311.1229.40326.91-92余土外运100m31.9729.4658.04（二）砌筑工程水泥砖中砂3-1MU10砖基础10m31.7312.1821.070.5050.8745.2369.0583.7836.5453-3MU10砖墙10m317.2616.64287.20.4828.3915.31491.723.60762.26（三）混凝土工程水泥碎石中砂4-2混凝土垫层10m36.009.56057.363.29919.7913.5181.066.79040.744-2混凝土基础10m323.099.560220.73.29976.1713.51311.96.790156.84-18混凝土地圈梁10m33.0013.1339.393.2509.75013.3139.936.69020.074-21混凝土圈梁10m330.7323.75729.83.25099.8713.31409.06.690205.64-22过梁10m36.1325.73157.73.25019.9213.3181.596.69041.014-32钢筋混凝土板10m369.9913.32932.23.520246.412.65885.46.690468.2表四单位工程工料分析定额编号项目名称单位工程量人工费定额用工定额用料定额用料定额用料定额用料定额用料4-19连梁10m35.4515.2983.333.25017.7113.3172.546.69036.464-14构造柱10m321.621.60466.63.35672.4913.04281.87.008151.44-39雨篷10m30.2923.166.723.5201.02112.653.6696.9402.0134-37阳台10m32.4323.4556.983.5208.55412.6530.746.94016.864-41楼梯10m328.515.18147.70.90525.803.25192.691.78450.86（四）模板工程组合模板木模板钢管扣件13-10混凝土垫层100m20.4611.565.3181.4450.66513-3混凝土基础100m21.3925.6235.6173.83102.60.0140.01948.5367.4613-31现浇过梁100m25.1052.75269.073.80376.40.1930.98413-43钢筋混凝土板100m259.5927.72165268.2840690.0513.30948.01286113-29现浇圈梁100m23.0132.4897.7776.50230.30.0140.04213-22构造柱100m29.8836.90364.678.09771.60.0640.63245.94453.913-50楼梯10m228.519.570272.80.1785.07513-27连梁100m25.5839.42220.077.34431.60.0170.09569.48387.713-55雨篷10m23.045.7417.450.0860.2613.48010.58表四单位工程工料分析定额编号项目名称单位工程量人工费定额用工定额用料定额用料定额用料定额用料定额用料13-53阳台10m230.47.400225.00.1173.5575.920180.0（五）脚手架工程12-2综合脚手架100m270.8914.381019（六）门窗工程铁钉水泥中砂6-129防火门100m20.19153.229.1116.813.1946-154普通钢门100m212.3029.15358.64.46054.866-161防盗门100m22.920.9402.7400.0680.1990.2240.6546-177塑钢门100m20.0864.005.1206.4700.5186-180塑钢窗100m20.6067.2040.326.5303.1986-184中空玻璃塑钢窗100m213.5934.52469.1（七）屋面工程水泥中砂7-25防水砂浆找平层100m29.377.80073.090.9669.0513.23830.349-221珍珠岩保温层10m342.397.190304.81.74774.067-25水泥砂浆找平层100m29.377.80073.090.9669.0513.23830.348-30SBS卷材100m29.818.00078.48表四单位工程工料分析定额编号项目名称单位工程量人工费定额用工定额用料定额用料定额用料定额用料定额用料8-70塑料排水管100m3.7622.5084.60（八）楼地面工程水泥中砂7-208水磨石楼地面100m28.6125.49219.50.9187.9044.85741.827-208大理石楼地面100m246.7725.4911920.91842.944.857227.26-297踢脚板100m28.5523.77203.27-141楼梯面层100m23.2561.30199.22.0066.5205.66718.427-222混凝土散水面100m21.1052.4957.741.3131.4444.6415.1057-169防滑地砖100m24.8732.30157.30.7623.7113.23815.77（九）墙面工程水泥中砂10-35水泥砂浆100m2125.5316.6820940.919115.43.461434.510-236调和漆100m2125.533.71465.710-9一般抹灰100m220.6612.82264.90.0130.2692.69055.5810-81水刷石装饰面100m220.6640.83843.51.43929.732.26346.7510-255刮腻子两遍100m2251.064.4001105（十）天棚工程水泥中砂表四单位工程工料分析定额编号项目名称单位工程量人工费定额用工定额用料定额用料定额用料定额用料定额用料10-55混合砂浆粉100m263.0817.9711340.55334.882.032128.210-261喷刷涂料100m263.083.71234.0（十一）油漆工程10-225调和漆三遍100m254.609.650526.910-221防锈漆一遍100m227.303.870105.7（十二）钢筋工程4-246直径10mm以内内t74.48820.8615094-247直径10mm以外外t62.0412.21735.4表五钢筋计算表构件名称构件数量直径（mm）计算简图单根计算长度（m）钢筋根数总长度（m）理论重量（t）预算用量（t）一基础1受力筋1121.065+0..935-22*0.044+12.55*0.0112=2.0078671794.691.5951.643分布筋110111.6-0..24*466+2*300*0.011*46=1128.166111409.760.8700.8962受力筋1121.05*2-22*0.044+12.55*0.0112=2.11714263094.422.7942.831分布筋110142.5+2**30*0..01=1443.1121717.201.0601.0923受力筋1141.35*2+112.5*00.014--2*0.004=2.7795131366.150.4430.456分布筋1101.95+2*330*0.001=20..115301.500.1860.1924受力筋1100.635+0..765+112.5*00.01-22*0.044=1.455211305.950.1890.195分布筋11042+2*30**0.01==42.68340.800.2100.2165受力筋1100.75*2-22*0.044+12.55*0.011=1.55567103.850.0640.066分布筋11013.17+2**30*0..01=133.779123.930.0760.0786受力筋1141.365+1..235-22*0.044+12.55*0.0114=2.7768183.600.2220.229分布筋11010.13+2**30*0..01=100.7314150.220.0930.096二圈梁1箍筋3716(0.37+0.22)*2=11.14792902.880.2000.206表五钢筋计算表构件名称构件数量直径（mm）计算简图单根计算长度（m）钢筋根数总长度（m）理论重量（t）预算用量（t）箍筋2416(0.24+0.22)*2=00.8818021585.760.3520.363主筋112171.6+3660.12==531.77263190．322.8352.920三圈梁箍筋3716(0.37+0.334)*2==1.42(0.4++0.37))*2=1..547737776.381.7271.779箍筋2416(0.24+0.334)*2==1.16(0.244+0.400)*2=11.28749.560.0110.011箍筋3716(0.37+0.224)*2==1.22119871.080.1930.199箍筋2416(0.24+0.224)*2==0.96180210379.5222.3052.374箍筋3711212.3-0.225*2=111.872849.60.7550.778箍筋24112360.12248642.887.6797.909箍筋3711277.61-0..25*2==77.111846477.245.7555.928箍筋241141.62-0.225-0.224=1.11396108.480.2620.270四柱箍筋Z126（0.37+0.337）*2=1..48210310.80.0690.071箍筋Z2336（0.24+0.337）*2=1..2234654227.30.9390.967箍筋Z3816(0.24+0.224)*2==0.9685058164.801.8141.868表五钢筋计算表构件名称构件数量直径（mm）计算简图单根计算长度（m）钢筋根数总长度（m）理论重量（t）预算用量（t）箍筋Z456(0.24+0.449)*2==1.46525766.50.1700.175箍筋Z3a46(0.24+0.336)*2==1.24205040.1120.115箍筋Z6126(0.18+0.337)*2==1.1126013860.3080.317箍筋Z5660.37+0.224+0.449+0.337=1.447630926.10.2060.212主筋Z121220.8-0.225*2=220.38324.80.2890.298主筋Z2331220.8-0.225*2=220.364019.43.5713.678主筋Z3811420.8-0.225*2=220.346577.27.9547.822主筋Z451220.8-0.225*2=220.366090.5410.557主筋Z3a41220.8-0.225*2=220.36487.20.4330.446主筋Z6121220.8-0.225*2=220.361461.61.2991.338主筋Z561420.8-0.225*2=220.38974.41.1781.213五过梁主筋114630.8521261.71.5261.572主筋116414.42828.81.3091.348分布筋860.36+2*330*0.006=0.7724834.560.0080.008表五钢筋计算表构件名称构件数量直径（mm）计算简图单根计算长度（m）钢筋根数总长度（m）理论重量（t）预算用量（t）受力筋8101.0-2*0..04+(00.1-2**0.04))*2+2**3.5*00.01*33=11.77546.80.0290.030六楼梯L-1箍筋56(0.24+0.337)*2==1.221697.60.0220.023L-1主筋5122.9-0.0115*2=22.87343.050.0380.039L-1主筋5142.9-0.0115*2=22.87343.050.0520.054J-1箍筋58(0.28+0.330)*2==1.161481.20.0320.033J-1箍筋58(00.28+00.30)**2*0.55=0.588823.20.0090.009J-1主筋10162.64-0.0015*2==2.61378.30.1240.128J-1主筋5122.64-0.0015*2==2.61226.10.0230.024T-1箍筋408(0.2+0.355)*2=11.1146160.2430.250T-1主筋40122.64-0.0015*2==2.612208.80.1860.192T-1主筋40182.64-0.0015*2==2.613313.20.6260.645T-2箍筋306(0.37+0.227)*2==1.2814537.60.1190.123T-2主筋30122.64-0.0015*2==2.616469.80.4170.430七连梁表五钢筋计算表构件名称构件数量直径（mm）计算简图单根计算长度（m）钢筋根数总长度（m）理论重量（t）预算用量（t）L-1箍筋366(0.15+0.225)*2==0.813374.40.0830.085L-1主筋36142.34-0.0015*2==2.312166.320.2010.207L-1主筋36182.34-0.0015*2==2.312166.320.3320.342L-2箍筋186(0.24+0.33)*2=11.0819369.360.0820.084L-2主筋18162.64-2*00.015==2.61293.960.1480.152L-2主筋18202.64-2*00.015==2.613140.940.3480.358L-3箍筋186(0.24+0.225)*2==0.9811194.040.0430.044L-3主筋18162.04-0.0015*2==2.014144.720.2290.236L-4箍筋186(0.15+0.33)*2=00.918291.60.0650.067L-4主筋18143.37-2*00.015==3.342120.240.1450.149L-4主筋18203.37-2*00.015==3.342120.240.2970.306L-5箍筋188(0.15+0.33)*2=00.932518.40.2050.211L-5主筋18206.24-2*00.015==6.216521.641.6551.705L-6箍筋246(0.15+0.225)*2==0.814268.80.060.062L-6主筋24142.64-2*00.015==2.612125.280.1520.157表五钢筋计算表构件名称构件数量直径（mm）计算简图单根计算长度（m）钢筋根数总长度（m）理论重量（t）预算用量（t）L-6主筋24162.64-2*00.015==2.612125.280.1980.204L-7箍筋366(0.2+0.255)*2=00.9103240.0720.074L-7主筋36141.69-2*00.015==1.662119.520.1450.149L-7主筋36161.69-2*00.015==1.662119.520.1890.195L-8箍筋126(0.24+0.33)*2=11.0814181.440.040.041L-8主筋12142.64-2*00.015==2.61262.640.0760.078L-8主筋12162.64-2*00.015==2.61393.960.1480.152L-9箍筋128(0.24+0.330)*2==1.0838492.480.1940.200L-9主筋12167.44-2*00.015==7.416533.520.8430.868X-1箍筋188(0.2+0.377)*2=11.1441841.320.3320.342X-1主筋18203.963213.840.5280.544X-1主筋18123.962142.560.1270.131X-1主筋18143.96+(0..37-2**0.0155)*0.4414*2==4.243228.960.1850.191X-2箍筋38(0.2+0.4))*2=1..241147.60.0580.060X-2主筋3203.96335.640.0880.091表五钢筋计算表构件名称构件数量直径（mm）计算简图单根计算长度（m）钢筋根数总长度（m）理论重量（t）预算用量（t）X-2主筋3123.96223.760.0210.022X-2主筋3143.96+(0..40-0..015*22)*0.4414*2==4.27225.620.0310.032八板受力筋18(3.0+0.377-2*0..015)++12.5**0.0088=3.44447161.680.0640.066受力筋18(3.0+0.244-2*0..015)++12.5**0.0088=3.31147155.570.0610.063受力筋183.0+1.2++0.24--2*0.0015+122.5*0..008=44.5183248.660.2960.304受力筋182.4+0.244-2*0..015+112.5*00.008==2.3147108.570.0430.044受力筋183.0+0.377-2*0..015+112.5*00.008==3.441067.50.0270.028受力筋183*4+1.2**4+0.337-2*00.015++12.5**0.0088=17.22434586.160.2310.238受力筋182.1+0.377-2*0..015+112.5*00.008==2.51551537.7250.0080.008受力筋183.6+0.244-2*0..015+112.5*00.008==3.88551558.2750.0130.013受力筋182.1+0.244-2*0..015+112.5*00.008==2.38551571.550.0160.016受力筋184.5+0.244+1.5--2*0.0015+122.5*0..008=66.28515188.550.0420.043受力筋184.5+0.377-2*0..015+112.5*00.008==4.915545221.370.0490.050受力筋182.1-0.3++0.24--2*0.0015+122.5*0..008=22.0851225.020.0060.006表五钢筋计算表构件名称构件数量直径（mm）计算简图单根计算长度（m）钢筋根数总长度（m）理论重量（t）预算用量（t）受力筋282.1+3.6++2.1+00.37-22*0.0115+12..5*0.0008=8..2427444.960.1760.181负弯筋180.7+30*00.008++2*（0.12--2*0.0015）=1.1225561.60.0240.025负弯筋281.25+30**0.0088+2*（0.12--2*0.0015）=1.6772686.840.0340.035负弯筋180.65+30**0.0088+2*（0.12--2*0.0015）=1.4881522.20.0090.009负弯筋280.95+30**0.0088+2*（0.12--2*0.0015）=1.3772054.80.0220.023负弯筋281.2+30*00.008++2*（0.12--2*0.0015）=1.62247152.280.060.062负弯筋280.99+30**0.0088+2*（0.12--2*0.0015）=1.3332053.20.0210.022负弯筋280.94+30**0.0088+2*（0.12--2*0.0015）=1.2881948.640.0190.020负弯筋180.58+30**0.0088+2*（0.12--2*0.0015）=1.014140.0060.006负弯筋380.52+30**0.0088+2*（0.12--2*0.0015）=0.9441028.20.0110.011负弯筋180.45*2+22*（0.12--2*0.0015）=1.0881010.80.0040.004负弯筋280.9+30*00.008++2*（0.12--2*0.0015）=1.3221950.160.0200.020负弯筋280.75+30**0.0088+2*（0.12--2*0.0015）=1.1771637.440.0150.015负弯筋2121.2*2+2**（0.12--2*0.0015）=2.58826134.160.1190.123负弯筋2121.2*2+2**（0.12--2*0.0015）=2.58840206.40.1830.188表五钢筋计算表构件名称构件数量直径（mm）计算简图单根计算长度（m）钢筋根数总长度（m）理论重量（t）预算用量（t）负弯筋2121.2*2+2**（0.12--2*0.0015）=2.588251290.1150.118负弯筋180.9*2+2**（0.12--2*0.0015）=1.9882753.460.0210.022负弯筋480.85*2+22*（0.12--2*0.0015）=1.88839293.280.1160.119负弯筋180.7*2+2**（0.12--2*0.0015）=1.5883961.620.0240.025负弯筋281.5+30*00.008++2*（0.12--2*0.0015）=1.92227103.680.040.041负弯筋180.85*2+22*（0.12--2*0.0015）=1.8882343.240.0170.018负弯筋1100.9*2+2**（0.12--2*0.0015）=1.9883467.320.0420.043负弯筋1101.2*2+2**（0.12--2*0.0015）=2.5881213128.180.1930.200分布筋1121.2*2+1..2*2+22*（0.12--2*0.0015）=4.98822109.560.0970.099负弯筋180.85*2+22*（0.12--2*0.0015）=1.8881935.720.0140.014分布筋282.07+0.224-2*00.015++2*（0.12--2*0.0015）=2.4661468.880.0150.015负弯筋180.60*2+22*（0.12--2*0.0015）=1.3881419.320.0080.008负弯筋580.95+30**0.0088+2*（0.12--2*0.0015）=1.37728158.920.0630.065负弯筋480.7+30*00.008++2*（0.12--2*0.0015）=1.1221044.80.0180.019负弯筋481.45*2+22*（0.12--2*0.0015）=3.08816197.120.0780.080表五钢筋计算表构件名称构件数量直径（mm）计算简图单根计算长度（m）钢筋根数总长度（m）理论重量（t）预算用量（t）负弯筋180.9+30*00.008++2*（0.12--2*0.0015）=1.3221925.080.010.010负弯筋280.7+30*00.008++2*（0.12--2*0.0015）=1.1222862.720.0250.026负弯筋2100.9*2+2**（0.12--2*0.0015）=1.98840158.40.0980.101负弯筋1100.85*2+22*（0.12--2*0.0015）=1.8884075.20.0460.047负弯筋1100.85*2+22*（0.12--2*0.0015）=1.8883463.920.0390.040负弯筋3100.99+30**0.01++2*（0.12--2*0.0015）=1.47723101.430.0630.065负弯筋1100.9*2+2**（0.12--2*0.0015）=1.98823136.620.0840.087负弯筋2101*2+2*（00.12-22*0.0115）=2.1881982.840.0510.053负弯筋180.85*2+22*（0.12--2*0.0015）=1.8882343.240.0170.018负弯筋180.94+30**0.0088+2*（0.12--2*0.0015）=1.3661925.840.010.010负弯筋280.69+30**0.0088+2*（0.12--2*0.0015）=1.1112351.060.020.021负弯筋280.64+30**0.0088+2*（0.12--2*0.0015）=1.0662940.280.0160.016负弯筋180.55*2+22*（0.12--2*0.0015）=1.2881924.320.0100.010负弯筋3101*2+2*（00.12-22*0.0115）=2.18835244.160.1510.156负弯筋1100.5*2+2**（0.12--2*0.0015）=1.1881214.160.0090.009表五钢筋计算表构件名称构件数量直径（mm）计算简图单根计算长度（m）钢筋根数总长度（m）理论重量（t）预算用量（t）受力筋282.4+0.244-2*0..015+112.5*00.008==2.711265.040.0260.027受力筋483.0+0.244-2*0..015+112.5*00.008==3.3134463.40.1830.188受力筋484.5+0.377-2*0..015+112.5*00.008==4.9419204.060.0810.083受力筋282.4+0.244-2*0..015+112.5*00.008==2.7134184.280.0730.075受力筋283.0+0.244-2*0..015+112.5*00.008==3.3116105.920.0450.046受力筋282.4+0.244-2*0..015+112.5*00.008==2.7119102.980.0440.045受力筋284.5+0.155+1.455+0.377-2*0..015+112.5*00.008==6.5416209.280.0830.085受力筋182.4+0.244-2*0..015+112.5*00.008==2.711129.810.0120.012受力筋181.45+0.224-2*00.015++12.5**0.0088=1.7661628.160.0110.011受力筋2103.9+0.8++0.37--2*0.0015+122.5*0..008=55.1421215.880.1330.137受力筋1102.4*3+0..24-2**0.0155+12.55*0.0008=7.55127202.770.1250.129负弯筋480.5+30*00.008++2*（0.12--2*0.0015）=0.9221036.80.0140.014受力筋1102.4*3+0..24-2**0.0155+12.55*0.0008=7.5511290.120.0560.058受力筋281.45+0.112-2*00.015++12.5**0.0088=1.6442375.440.030.031分布筋162+0.24-22*0.0115+2*（0.12--2*0.0015）=2.3991126.290.0060.006表五钢筋计算表构件名称构件数量直径（mm）计算简图单根计算长度（mm）钢筋根数总长度（m）理论重量（t）预算用量（t）分布筋2101+0.7+0..12-0..015+22*（0.12--2*0.0015）=1.98851663.520.0390.040分布筋1101.45+1.00+0.122-0.0115+2*（0.12--2*0.0015）=2.7442876.580.0470.048负弯筋180.7+30*00.008++2*（0.12--2*0.0015）=1.1228696.320.0380.039负弯筋281.25+30**0.0088+2*（0.12--2*0.0015）=1.6772376.820.030.031负弯筋4121.2*2+2**（0.12--2*0.0015）=2.58847485.040.4310.444负弯筋380.9*2+2**（0.12--2*0.0015）=1.98827160.380.0630.065负弯筋180.95+30**0.0088+2*（0.12--2*0.0015）=1.3772027.40.0110.011负弯筋3121.2*2+2**（0.12--2*0.0015）=2.58818131.580.1170.121负弯筋380.85*2+22*（0.12--2*0.0015）=1.88818101.520.040.041负弯筋280.65*2+22*（0.12--2*0.0015）=1.4881544.40.0180.019负弯筋180.85*2+22*（0.12--2*0.0015）=1.8882750.760.020.021负弯筋180.7*2+0..18=1..584063.20.0250.026负弯筋180.85*2+22*（0.12--2*0.0015）=1.8883973.320.0290.030负弯筋180.75+30**0.0088+2*（0.12--2*0.0015）=1.1771416.380.0060.006负弯筋280.52+30**0.0088+2*（0.12--2*0.0015）=0.9441018.80.0070.007表五钢筋计算表构件名称构件数量直径（mm）计算简图单根计算长度（m）钢筋根数总长度（m）理论重量（t）预算用量（t）分布筋181.62+0.995+30**0.0088+2*（0.12--2*0.0015）=2.9992780.730.0320.033受力筋283.0+0.377-2*0..015+112.5*00.008==3.4442288.960.1140.117受力筋282.4+0.244-2*0..015+112.5*00.008==2.7132173.440.0680.070受力筋2103.0+1.2++0.24--2*0.0015+122.5*0..008=44.5142378.840.1500.155受力筋482.1+3.6++2.1+00.37-22*0.0115+12..5*0.0008=8..2419642.720.2540.262受力筋181.35+3.66+2.1++0.37--2*0.0015+122.5*0..008=77.4915112.350.0440.045负弯筋180.9+30*00.008++2*（0.12--2*0.0015）=1.3224559.40.0230.024负弯筋180.75+30**0.0088+2*（0.12--2*0.0015）=1.1771517.550.0070.007负弯筋180.8+30*00.008++2*（0.12--2*0.0015）=1.2221518.30.0070.007负弯筋180.85+30**0.0088+2*（0.12--2*0.0015）=1.2772633.020.0130.014负弯筋180.7+30*00.008++2*（0.12--2*0.0015）=1.1221516.80.0070.007负弯筋280.95+30**0.0088+2*（0.12--2*0.0015）=1.3771849.320.0190.020负弯筋281.05+30**0.0088+2*（0.12--2*0.0015）=1.4772161.740.0240.025负弯筋180.7*2+2**（0.12--2*0.0015）=1.581523.70.0090.009负弯筋180.85*2+22*（0.12--2*0.0015）=1.88850940.0370.038表五钢筋计算表构件名称构件数量直径（mm）计算简图单根计算长度（m）钢筋根数总长度（m）理论重量（t）预算用量（t）负弯筋180.85*2+22*（0.12--2*0.0015）=1.8882648.880.0190.020负弯筋280.85*2+22*（0.12--2*0.0015）=1.68832107.520.0420.043负弯筋280.9*2+2**（0.12--2*0.0015）=1.98834132.660.0520.054负弯筋180.9*2+2**（0.12--2*0.0015）=1.9881937.620.0150.015负弯筋181.0*2+2**（0.12--2*0.0015）=2.18858126.440.0500.054负弯筋1101.0*2+2**（0.12--2*0.0015）=2.1883065.40.0400.041负弯筋281.0*2+2**（0.12--2*0.0015）=2.18852226.720.0900.093受力筋383.0+0.377-2*0..015+112.5*00.008==3.4431323.360.1280.132受力筋282.4+0.244-2*0..015+112.5*00.008==2.7135189.70.0750.077受力筋182.4*3+0..24-2**0.0155+12.55*0.0008=7.55126195.260.0770.079受力筋1812.3-0.66+0.255*2-2**0.0155+12.55*0.0008=12..2717208.590.0820.084受力筋283.9+0.8++0.37--2*0.0015+122.5*0..008=55.1420205.60.0810.083受力筋183.9+0.9++0.37--2*0.0015+122.5*0..008=55.241789.080.0350.036受力筋181.45+0.115+4.55+0.377-2*0..015+112.5*00.008==6.541491.560.0360.037受力筋181.45+0.115+5.11+0.377-2*0..015+112.5*00.008==7.141499.960.0390.040表五钢筋计算表构件名称构件数量直径（mm）计算简图单根计算长度（m）钢筋根数总长度（m）理论重量（t）预算用量（t）九阳台箍筋366(0.37+0.22)*2=11.14251682.640.3740.385主筋36163.0+0.244-2*0..015=33.2141500.481.3081.347箍筋3663.0+0.244-2*0..015=33.2136210.1380.142分布筋3680.45+0.006-2*00.015==0.4525664.20.2620.270十雨篷箍筋56(0.37+0.22)*2=11.1419108.30.0240.025主筋5162.4+0.244-2*0..015=22.61452.20.0820.084主筋562.4+0.244-2*0..015=22.61226.10.0060.006序号项目名称工程量计算公式定额编号备注1建筑面积下房建筑面积+一一二层面积+三四五六面面积=10522.682++2021..012+44014.9988=70088.688S=（77.61+4）*（12.8++4）=1371..05m21-1V=外墙墙中心线*宽*深=111..6*2.88*1.3==406.222m32-2V=净长长*宽*深=142..5*2.99*1.3==537.223m33-3V=净长长*宽*深=19.55*3.5**1.3=888.73mm34-4V=净长长*宽*深=42*22.2*1..3=1200.12m335-5V=净长长*宽*深=13.1165*2..3*1.33=39.336m36-6V=净长长*宽*深=10.113*3.44*1.3==44.777m3V总=406.22++537.223+88..73+1220.12++39.366+44.777=13008.70mm3混凝土垫层V==22.455+41.006+6+66.72+33.46+22.84=884.63mm3混凝土基础V==66.966+112..46+166.77+117.64++9.16++7.9=2230.899砖基础V=600.10+668.27++9.04++22.622+7.988+5.455=173..46V室外地坪以下体积积=47.771+55..42+7..27+177.96+66.48+44.33=1139.177房心回填土S净净=S底-S墙L370=1711.6LL240=3360.122S净=1010.511-171..6*0.337-3600.12*00.24=8860.599V=860.599*0.3==258.118m3V回填土=13088.7-844.63-2230.899-139..17+2558.18==1112..19m3V=1308.77-11122.19=1196.511m3（一）土石方工程1平整场地1-312人工挖沟槽1-83回填土1-334余土外运量1-92（二）砌筑工程序号项目名称工程量计算公式定额编号备注1MU10砖基础V=173.466m3下房L外=273.62mV外=0.377*273..62*(22.2-0..1)=2112.60mm3L内=367.224mV内=185..09一二层V外=3382.122m3V内=527.001m3三四五六层L外外=183.442mV外=183..42*0..37*(117.4-55.8-0..4)=7660.09mm3L内=367.24mV内=987.114m3V总=3054..05m3女儿墙体积V==(77.661+12..3)*2**0.24**0.5=221.58mm3门窗洞口体积V==1588..79*0..24+(22730.008-15888.79))*0.377=803..59m3基础圈梁体积VV外=171..6*0.337*0.22=12.770m3V内=360..12*0..24*0..2=17..29m3合计：29.999m3门窗过梁下房层层V门窗=28.099m31--6层=33.255m3合计：2277.59m33圈梁体积V外==(77.661+12..3)*0..4*2*00.37=226.61mm3V内=360..12*0..2*0.224=17.299m3构造柱体积GZZ1=0.337*0.337*(177.4+2..2+1.22)*2=55.7m3GZ2=60.009m3GZ3=997.04mm3GZZ4=12..23m3GZ5==23.366m3Vz=215.99m3砖墙体积V墙=33054.005+21..58-7334.70--29.999-61.334-3077.30-2215.9==1726..40m3V=60.08mm3计算过程同同上V=230.899m3计算过程同同上V=29.99mm3计算过程同同上V=3307.330m3计算过程同同上V=28.09++33.255*6=227..59m33-12MU10砖墙3-3（三）混凝土工程1混凝土垫层4-22混凝土基础4-23混凝土地圈梁4-184混凝土圈梁4-215过梁4-22序号项目名称工程量计算公式定额编号备注6钢筋混凝土板（77.61+0..25*2）*(12..3+0.225*2)**7*0.112=6999.87m33V=7.39+66.59+11.81+11.17+11.11+33.16+33.42+22.20+22.73+55.05+22.38+33.04+22.28+66.43+4.82+0.887=54..45m3V=215.9mm3计算过程同同上V=(1.2+11.05-00.25)**(2.4++0.25**2)*0..1*3+((1.32++1.0-00.12)**(2.4++0.24))*0.1**2=2.990m3V=[(1.5+00.12-00.25)**(3.0--0.24))*0.1**6+(1..45+0..12-0..25)*((3.6-00.24)**0.1*44]*6=224.26mm3V=[(1.966+1.399-0.122)*(1..02-0..12)+((1.39++2.24++0.2+11.42-00.24)**(2.4--0.24))*5]*55=285..071-1L=50..77+0..37+(112.3+00.5)*22+[3.00*2+(33.0-1..035-11.435))+(3.00-1.0335-1.115)*3++(2.4--1.15*2)**2+(0..6+0.225-0.112)*2++(0.6--0.12))*2]*33+[3.00+(3.00-0.855-1.155)+0.99+0.6**2]*4=125.344m2-2L=[(33.0-1..035-11.15)**6+(3..6+1.661.15**2)+(33.6-1..15-1..05)*44+(3.00-1.155*2)*22+(5.11+5.1-1.45-1..15)]**6+[(33.0-0..85-1..15)*22+(2.11-1.155+3.6++3.6+22.1-1..335)++5.1+33.6]*44=224..83-3L=[(22.1-0..85)*22+(2.11-1.355)+(2..4-1.115*2)**0.5*22]*6+((3.6+22.1-1..035-11.15)**4=23..964-4L=[3..0+1.22+(3.00+1.2--1.45--1.15))]*6+[[(3.0--1.15--0.85))+3.0]]*4+(112.4-22.2+2..4)*2==385-5L=(3..0-1.0035-1..15)*44*6+(112.3-11.165--1.15**6)*2++5.1-11.165++5.1+((3.0-11.035--1.15))*4=38.26mm6-6L=(2..4-1.0035)*22*2+（2.4+22.4-1..15*2）*3=12..96mS=(125.334+2244.8+233.96+338+38..26+122.96)**0.1=446.33mm24-327连梁4-198构造柱4-149雨篷4-3910阳台4-3711楼梯4-41（四）模板工程1混凝土垫层13-10序号项目名称工程量计算公式定额编号备注2混凝土基础S=(125.334+2244.8+233.96+338+38..26+122.96)**0.3=1139.000m2L37=[(1..5+0.55+0.9**2+1.00+1.8**2+1.00+1.5++0.5+11.2*0..5+0.225)*6++(1.5++0.5+22.1+0..5+1.88+0.5+0.9**2+1.00)*4+((1.2+00.5)*22+1.5++0.5+22.4+0..5+1.88*2+1..0+1.55+0.5++1.2*00.5+0..25)*6+(1.5+00.5+1..2+0.55+1.2**0.5+00.25+11.8+0..5+2.11+0.5++0.9+00.5)*44+(0.99+0.5))*2=2336mL24=(0.99*6+0..5*6)**6+(0..9*7+00.5*7))*4+(44.2+0..5)*6++(1.6++0.5+00.9*5++2.5+11.8+0..5+1.22+0.5)*6+((0.9*22+1.0++0.96++0.5+00.8+0..5)*4==191.996mS=0.37*2236+0..24*1991.6+00.44*((236+1191.6))*2=5009.64mm2S=860.599*7-(11.39+22.24+00.2+1..42-0..24)*((2.4-00.24)**6=59559.2m22圈梁基础V=00.2*1771.6+00.2*3660.12==106.334m2圈梁V=(77.661+12..3)*2**0.4+3360.122*0.344=194..37m2总计V=(106..34+1994.37))=21044.97m22GZ1(0.337+0.337)*200.8*2==30.788m2GZZ20.224*20..8*17++0.37**2*20..8*6=1177.222m2GZ30.244*20.88*31+00.24*22*20.88*10+00.24*33*20.88*20=5554.111m2GZ40.244*20.88*5=244.96m22GZ50.49**20.8**6=61..15m2GZ60.188*2*200.8*122=89.886m2GGZ3a(0..24+0..36)*220.8*44=49.992m2S=30.78++177.222+5544.11+224.96++61.155+89.886+49..92=9888m2S=[(1.966+1.399-0.122)*(1..02-0..12)+((1.39++2.24++0.2+11.42-00.24)**(2.4--0.24))*5]*55=285..07m2LL-10..27*2..64*5++0.1*22.64*55+(0.15**2.07++0.25**2*2.007)*6**6=53..32m2LL-2(00.24*22.4+0..3*2*22.4)*118=36..29m2LL-3(00.24*11.68+00.25*22*1.688)*18==22.388m213-33现浇过梁13-314钢筋混凝土板13-435现浇圈梁13-296构造柱13-227楼梯13-508过梁13-27序号项目名称工程量计算公式定额编号备注LL-4[00.15*((3-0.224)+0..3*2*22.76]**18=377.26m22LL-5(00.15*66.24+00.3*2**6.24))*18=884.24mm2LL-6(00.15*00.24+00.25*22*2.4))*24=337.44mm2LL-7(00.2*0..169+00.25*22*1.699)*36==42.599m2LL-8(00.24*224+0.33*2*244)*12==24.199m2LL-9(00.24*77.44+00.3*2**7.44))*12=775m2XTL-1[[0.2*((2.25++1.37))+0.377*(2.225+1.337)]*118=37..14m2XTL-2[[0.2*((2.25++1.37))+0.4**(2.255+1.377)]*3==6.52mm2JL-1(00.28*22.64+00.3*2**2.64))*5=111.62m22TL-1[00.2*2..64+(00.35-00.1)*22.64]**8*5=447.52mm2TL-20..27*2..64*5**5*2=335.64mm2TL-3(00.37-00.1)*22.64*22*5=7..13m2合计：558.228m2（1.0+1.0--0.25）*（2.4+00.25*22）*3+（1.32++1.0-00.12）*（2.4+00.24）*2+[((1.0+11.05-00.25)**2+(0.25*22+2.4))+(1.332+1.00-0.122)*2+((2.4+00.24)]]*0.1==30.355m2[(1.5+0..12-0..25)*((3.0-00.24)**6+(1..45+0..12-0..25)*((3.6-00.24)**4]*7++[(3.00-0.244)*6+((3.6-0.24)*4]]*7*0..1=3044m2S=1052.6682+20021.0112+40114.9888=70888.68m220.9*2.2**6+0.99*1.9**4=18..72m29雨篷13-5510阳台13-53（五）脚手架工程1综合脚手架12-2（六）门窗工程1防火门6-129序号项目名称工程量计算公式定额编号备注2普通钢门2.1*2.5**24+2..16*2..2*24++1.8*22.5*488+1.6**2.2*440+0.99*2.2**256+00.8*2..2*72==1230..45m21.2*2.3**6+0.996*2.22*72+00.9*1..9*72==291.663m20.9*2.1**4=7.556m21.8*0.6**20+1..5*0.66*20+11.2*0..6*4+00.9*0..6*25==55.988m22.4*2.1**8+3.335*2.005*12++3.23**2.05**24+2..76*2..05*488+2.4**2.05**40+1..8*1.66*72+11.5*1..6*108+1.55*1.1**8+1.22*2.5**24+1..2*2.005*8+11.2*1..85*6++0.9*11.1*4==1358..91m2(50.77-0..37)*((12.300-0.244)+(266.77-00.37)**(12.22-0.255*2)-((1.0+00.12)**(2.4++0.24))*3-(33.6*2++0.24)*(11.45+00.12)**2+(1..45+0..12-0..25)*44*(3.66-0.244)+2*((2.4-00.24)**0.6+((1.5+00.12-00.25)*(3.0-0..24)*66+(1.22+0.122-0.255)*(2..4-0.224)*4==936.773m2H平=i*L*0.55+0.044=2%*((77.111-0.255*2)*00.5+0..04=0..8061H平2=1%*(122.3-0..25*2))*0.5++0.04==0.0999V=936.733*(0.88061+00.099))*0.5==423.992m3S=936.733m2计算过程同同上S=936.733+(77..11-0..25*2++12.3--0.25**2)*2**0.25==980.994m2（17.4+1.335）*16=3775.84mm6-1543防盗门6-1614塑钢门6-1775塑钢窗6-1806中空玻璃塑钢窗6-184（七）屋面工程1防水砂浆找平层7-252珍珠岩保温层9-2213水泥砂浆找平层7-254SBS卷材8-305塑料排水管8-70（八）楼地面工程序号项目名称工程量计算公式定额编号备注1水磨石楼地面按室内净面积计算算S净=860.559m2860.59*66-486..84=4676.770m2按室内主墙间净长长度的延长米米计算[(3.0-0..24)*44+(2.44-0.244*2)*6+[（3.0-00.24）*2+（4.2-00.24）*2+(22.4-0..24)]**3+(3..0-0.224)*2**3+[(2.1--0.24))*2+(33.6-0..24)+((4.5-00.24)++(12.33-0.244)+(4..5-0.224)*5++(2.1-