别墅工程一整套预算书.docx

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1、别墅工程土建装饰工程量计6栋1368.78M2建筑面积M2身度M设计单位Xxxxx建筑设计研究院门面积（甲供M2内门 Ml = l = 1.54, M2=2=3.52、M3=2=3.96, M4=3=6.6合计 15.62M2 夕卜门 M5=2=3.52、M6= 1=2.88, M7=3=5.94 合计 1234M2窗面积（甲供）M273.475Cl=2=1.76 C2=2=1.8 C3= 1=0.96? C4=l=1.32 C5= 1=0.765? C6=l=0.45 C7=l = 1.44、C8=l =4.005 C9=l = 1.92C10=l=4.62、门联窗（甲供）M211.76MQ

2、1=1=5.28、MQ2= 1=6.48场地平整M2118.32根底挖土M3201.5616.3*11.4=185.82M2-(3.5*5.1 = 17.85+) =167.97M2*i.2=曹底钎探M2105.65回填土M3120.94碎垫层100MMC15M311.33167.97M2- (3.2M2-3.9M2-2.91 -0.82-1.53-9.74-3.34-12.645=38.085M2) = 129.885M2-16.62= 113.265*0.1 =根底碎墙20厚M317.79880.9Ml.l=88.99M2*0.2=外墙加气砌块M33.645.2M*3.5=18.2M2*0

3、,2=3.64M3内墙加气块砌体M336.93一层 27.1 *3.35=9O.785M2-5.36M2=85.43*0.2= 17.09M3 二层 34*3.15= 107.1 M2-7.9M2=90.2M2*0.2= 19.84M3条形根底底板C30M331.69113.265M2-(38.085*0.1 *2=7.617M2)=105.648M2*0.3=独立根底3个M34.652.2*2.2*3=14.52M2 *0.5=7.26M3-条形根底 0.888-0.924-0.792=框架柱C3O=3个M31.876Zl=l 个 0.4*0.4*3.35=0.536M3 Z11=1 个=0

4、.4*0.2*3.35=0.268 乂 3、Z3= 1 =0.2*0.2*3.35=0.134M3.计 0.938M3*2=异型柱M312.734.51 M*6.8M=63.648M2 水 0.2=现浇板C30M349.801+-0 板 138M2+20.453+3.645M2-17.85M2= I44.238M2*O.1225= i 7.67M3 一层 8l.98M2*0.l 5= 12.297m3+51.54*0.1=5.154M3= 133.52M2*0.1307= 17.447M3二层 21.85M2+49.92M2=71.77*0.15= 10.77M3+39.24*0.1 =3.9

5、24M3= 14.684M3= 111.01 M2*0.132= 14.684M3 合计面积 338.768M2、碎外墙20厚C20M331.1952.88M*6.8=359.584M2-W 73.475M2-门联窗 11.76-外门 12.34=262.01M2*0.2=52.42-异性柱 12.73-梁 8.554碎内墙20厚C20M310.888*6.8=54.4M2*0.2二门框柱M30.636*2.1*2*0.25*0.1=序号工程名称1 平安文明施工举措费2 冬季施工降效3 雨季施工费4 二次搬运举措费竣工验收存档资料编制5 费土建举措费表（一）计算说明现场总面积x30元+直接工程

6、费X1.87% 相应人工费和机械费x2% 相应直接工程费X1% 材料费X4.00%直接工程费X0.10%计算公式金额人工费材料费160.00*30+363099.05*0.0187115901854.399735.5653404*0.02106801068.0853404*0.015340534.04(313568.80+0.00+0.00)*0.0412543012542.75363099.05*0.0013630363.1土建举措费表（二）序号编号工程名称单位工程量单价合价111-2钢筋笼子排水井，集水井制作（井深在4m以内）座11798.171798211-7抽水机抽水（DN100泥浆泵

7、）台班30229.136874312-7搭拆多层建筑综合脚手架（混合结构，檐高20m以内）m2228.138.681980413-1支拆现浇混凝土垫层模板m311.3372.17818513-5支拆现浇钢筋混凝土无梁式带形根底模板m331.6941.41312613-8支拆现浇钢筋混凝土独立根底模板m34.6578.7366713-18支拆现浇混凝土矩形柱模板（断面周长1.8m以内）m31.846445.34822813-30支拆现浇混凝土过梁模板m30.9413.36372913-32支拆现浇混凝土直形墙模板（墙厚10cm以内）m32842.4616851013-33支拆现浇混凝土直形墙模板

8、（墙厚20cm以内）m359.797448.47268171113-45支拆现浇混凝土有梁板模板（板厚10cm以内）m356.355536.64302421213-54支拆现浇混凝土直形整体楼梯模板m212.22141.7117321313-59支拆现浇混凝土门框模板m33.63722.4226221413-66支拆现浇混凝土台阶模板m229.6229.358691513-67支拆现浇混凝土散水模板m217.583.68651613-68支拆现浇混凝土坡道模板m30.8244.96371713-183支拆钢筋混凝土地沟底模板m32.7649.951381814-3混凝土泵送费（土0.00以下）

9、m347.6715.667471914-4混凝土泵送费（0.00以上、标高70m以内）m3129.3318.8624392015-1建筑物垂直运输（檐高20m以内）工日228.132.766302116-15履带式挖掘机场外包干运费Cm3以内）台次0.25724.2711452217-1多层建筑混合结构超高工程附加费（檐高30m以内）m2228.1310.1223092312-55挑出式平安网m2138.58.4911762412-56建筑物垂直封闭平安网m2387.85.031951土建材料费表专业类别编号名称规格单位单价汇总量合价平米量平米价A工2综合工/二类工工日47.21356.238

10、64014.445.945280.61A工3综合工/三类工工日37.70.685125.830.0030.11A工5综合工/ （二类工）工日47.281.3623840.290.356616.83A工6综合工/ 三类工）工日37.798.93873729.990.433716.35A料0预拌混凝土/AC15m337011.44334234.020.050218.56A料0种植土m368.86.324435.090.02771.91A料1水泥kg0.34374.6092127.371.64210.56A料1水泥kg0.355419.4021896.7923.75588.31A料10页岩标砖/24

11、0* 115*53千块5001.1271563.550.00492.47A料17白灰kg0.283250.19910.0514.24713.99A料19黄土m368.828.40611954.340.12458.57A料21砂子t74.432.8257210.320.01240.92A料21砂子t7518.9911424.330.08326.24A料25石子925t688.823599.960.03872.63A料28毛石t70.575.4395383.870.02381.68A料73石油沥青/#10kg4.3826.5309116.210.11630.51A料82C-NK-M-3 卷材m28

12、0168.812213504.980.7459.2A料93珍珠岩m363.4210.6467675.210.04672.96A料95石棉垫个0.752.61.950.01140.01A料149预拌混凝土/AC15m33705.62652081.810.02479.13A料150预拌混凝土/AC20m3330.610.013.3100.01A料152预拌混凝土/AC30m3400182.052372820.920.798319.21A料181铁件kg8.560605151026.5638225.79A料186钢筋/D10以内t5056.685.072225648.490.0222112.43A料

13、187钢筋/D10以外t5129.580.051261.610.00021.155220.7A料198螺纹钢/I) 20以内t817.639670.0773403.68A料199螺纹钢/D20以外t5143.930.1045537.540.00052.36A料238脚手架钢管t57200.0745426.140.00031.87A料264钢材/踏步式扶梯t5238.490.8484442.240.003719.47A料270钢材/算子t5468.020.1696927.380.00074.07A料298铁钉kg8.6888.6783769.730.38873.37A料299镀锌铁丝/D 0.7

14、kg6.652.3947345.810.22971.52A料303镀锌铁丝/D 2.8kg6.210.31.860.00130.01A料304镀锌铁丝/D 4kg6.04241.05391455.971.05676.38A料309铅丝网球/D 100出气罩个9.14218.280.00880.08A料310电焊条kg6.41328.6042106.351.44049.23A料312焊剂kg7.7622.62175.530.09920.77A料318带帽螺栓kg9.0448433.920.21041.992092.4A料321卡箍膨胀螺栓/160套3.639.710435.250.04260.1

15、5A料335直角扣件个6.796.798346.160.02980.2A料336回转扣件个6.870.79855.490.00350.02A料337对接扣件个7.040.82135.780.00360.03A料338组合钢模板kg7.681104.5878483.234.841937.19A料342底座个6.240.18251.140.00080.01A料343零星卡具kg7.12644.41444588.232.824820.11A料344钢支撑kg7.12570.76074063.822.501917.81A料346木模板m31676.93.7876350.420.016627.84A料3

16、47木脚手板m316100.0913146.990.00040.64A料350排水管检查口/160个441.509666.420.00660.29A料351排水管伸缩节/160个40.41.373655.490.0060.24A料367稀料kg9.370.47364.440.00210.02A料370防锈漆kg14.2612.7832182.290.0560.8A料403氧气m33.284.25613.960.01870.06A料404乙快气m317.811.865633.230.00820.15A料405滑石粉kg0.627.99924.960.03510.02A料415密封胶kg32.84

17、0.41213.530.00180.06A料426汽油/#90kg7.568.9546517.160.30232.27A料429油漆溶剂油/#200kg3.930.91173.580.0040.02A料430苇席m26.546.1940.480.02710.18A料433草袋/84CT760m21.99166.0362330.410.72781.45A料449聚苯乙烯泡沫塑料板/1000*500*50m3101012.534112659.440.054955.49A料456平安网/3m*6mm211.9444.4308530.50.19482.33A料458硬塑料管巧0kg9.470.888.

18、330.00390.04A料460尼龙布m22.99407.191217.51.78495.34A料463水m36.2207.85591288.710.91115.65A料477UPVC雨水管/口 160m26.3814.4296380.650.06331.67A料478UPVC雨水斗/160带罩个18.562.0237.490.00890.16A料479UPVC 弯头/90。个5.842.0211.80.00890.05A料480UPVC短管个48.22.0297.360.00890.4310572.9A料3801加气混凝土块/300*600*175200m325541.462540.181

19、746.35A料3809模板铁件kg8.530.696260.920.13461.14A机1推土机台班623.970.060537.750.00030.17A机3电动夯实机/2062Nm台班24.3110.7908262.320.04731.15A机6挖掘机台班939.140.6087571.650.00272.51A机24汽车式起重机台班516.362.83841465.640.01246.42A机30制作吊车台班620.320.0849.630.00040.22A机36载货汽车/6t台班498.975.40762698.230.023711.83A机39自卸汽车台班637.693.8216

20、24370.016810.68A机40机动翻斗车/1t台班125.161.167146.060.00510.64A机49灰浆搅拌机/200L台班85.850.1311.160.00060.05A机50灰浆搅拌机/400L台班89.983.7867340.730.01661.49A机53混凝土输送泵车/75m3/h台班1804.461.6893047.730.007413.36A机55钢筋调直机/D 40台班35.874.6196165.710.02020.73A机56钢筋切断机/D 40台班42.692.7238116.280.01190.51A机57钢筋弯曲机/D40台班23.76.4251

21、52.270.02820.67A机61木工圆锯机/D500台班25.882.320960.060.01020.26A机65木工压刨床/单面600台班37.540.01660.620.00010A机71台式钻床/【）35台班83.460.13611.350.00060.05A机83泥浆泵/DN100台班218.97306569.10.131528.8A机86交流弧焊机/32kVA台班89.188.485756.690.03723.32A机88对焊机/75kVAA机90电渣焊机/1000AA机91电焊机/制作A机92电焊机/安装A机110金属结构下料机台班121.011.694204.990.00

22、740.9令班189.440.3973.880.00170.32台班92.50.0524.810.00020.02台班74.2227.76962061.060.12179.03台班314.140.14445.240.00060.2号工程名称B户型单位数量计算公式过梁M30.925*0.18*0.2=0.9框架梁C30M38.554+-0 处 31.65*0.2*0.25= I.583M3、4.7*0.25*0.3=0.353M3、2.4*0.2*0,3=0.144M3、一层 19.2*0.2*0.55=2.112M3、27.9*0.2*0.3= 1.674M3、7.7*0.2*0.27=0.4

23、16M3二层!0.7*0.2*0,4=0.856M3, 21,8*0.2*03= 1.3O8M3. 2.7*0.2*02=0. IO8M3,合计 128.75M,合计佐 8.554M3楼梯M212.222.6*44= 12.22M2零星碎M33女儿墙碎M32坡道M30.821.35乐4.05=5.47M2、夯实 0.82M3、3:7 灰土 0.82 乂 3、栏杆 5.4M台阶M229.6229.62M2*0.15=4.443M3 素土夯实 4.443M3、3:7 灰土 8.88M3、25 厚石材面层 32.62M2散水M217.5850 厚细石 、素士夯实 2.64M3、3： 7 灰264M3

24、、卵石灌浆 2.64M3、300 厚回填土 5.27M3、沥青港缝 28.63M屋面珍珠岩找坡M36.9155.55M2-11.248+7.02-25.5+11.81=137.93M2*0.05=6.9M3屋面水泥浆找平层M2137.93改性沥青防水两道M2137.93屋面挤塑保温板90厚M312.41水泥砂浆保护层M2137.93外墙抹灰M2282.21外墙保温层外墙涂料M2内墙抹灰M2740.06卫生间内墙面砖M3柱子抹灰M218.2无.梁腻子、M2102.4顶棚腻子M2202.89雨水管M13.62趟水嘴个4装饰工程施工图计价汇总表计算公式Z(工程量X编制期预算基 价)13391Z举措工

25、程(一)金额1438 Z(工程量X编制期预算基 价)303(2+4+6)*1.00*0.4421(2+4+6)*0.24(1 +3+5+7+8)*0.0351 1+3+5+7+8+9序号 费用工程名称施工图预算1 J 计价合计其中：人工费2 举措工程预算计价（一）3 合计其中：人工费举措4 工程预算计价（二）合计5 其中：人工费6 规费利润税金含税总计78910金额322831339128491438122730366903632163948320装饰工程施工图预算计价表序号编号工程名称单位工程量单价合价11-289无筋细石混凝土硬基层上找平层（厚度30mm）m2202.8916.333072

26、1-291细石混凝土硬基层上找平层（每增减5mm厚）20MMm2811.562.43197231-289卫生间无筋细石混凝土硬基层上找平层（厚度30mmi找坡m226.2216.342741-284屋面、地面在混凝土或硬基层上抹1:3水泥砂浆找平层（厚2cm）m226.229.5925151-278平面刷聚氨酯防水涂膜二遍（厚1mm）m226.2243.26113461-279立面刷聚氨酯防水涂膜二遍（厚1mm）m212.8448.5462371-294氯丁橡胶片止水带变形缝m126.632782-20砌块墙内墙面涂TG胶浆底抹TG砂浆混合砂浆水泥砂浆面（7+13+5m2740.0620.24

27、1497992-61砌块、空心砖外墙面抹1:1:6混合砂浆1:1:4混合砂浆（7+13）m2282.2117.384905105-276水泥砂浆混合砂浆墙面刮腻子二遍m21045.353.563721111-81楼梯踏步木板m22.63356.27937装饰工程举措费表（一）序号工程名称计算说明1 多层建筑超高工程人工附加费（2040m）人工费X9.35%平安文明施工举措费人工费X8.69%2 冬季施工降效相应人工费和机械费x2%雨季施工费相应直接工程费x1%3 竣工验收存档资料编制费直接工程费X0.10%装饰工程举措费表（二）序号编号17-128-1工程名称装饰装修内檐综合脚手架（建筑面积5

28、00m2以内）多层建筑物垂直运输（檐高20m以内,垂直运输高度20m以内）计算公式金额人工费材料费13390.57*0.093512521252.02013390.57*0.08691164186.18977.4613391*0.022680267.8213391*0.011340133.9130714.22*0.00131030.71单位工程量单价合价m2228.132.11481工日228.133.27746装饰工程材料费表专业类别编号名称规格单位单价汇总量合价平米量平米价B工1综合工/一类工工日59.247.0792787.080.206412.22B工2综合工/二类工工日47.2224

29、.306410587.260.983246.41B料1水泥kg0.34344.2141117.031.50890.51B料1水泥kg0.358195.8782868.5635.926412.57B料8白灰kg0.181279.86230.375.61021.01B料8白灰kg0.28976.2773273.364.27951.2B料11砂子t74.430.00230.1700B料11砂子t7545.46283409.710.199314.95B料212聚氨酯防水涂膜甲料kg14.0424.2921341.060.10651.5B料213聚氨酯防水涂膜乙料kg13.7236.451500.110

30、.15982.19B料221氯丁橡胶片/2mmm222.560.31827.180.00140.03B料222氯丁橡胶浆kg19.420.605811.760.00270.05B料283预拌混凝土/AC20m340011.08114432.440.048619.43B料302杉木锯材m321440.037379.970.00020.35B料310硬木地板/平口（成品）m2270.712.7615747.570.01213.28B料581铁钉kg8.684.113135.70.0180.16B料594镀锌铁丝/D 4kg6.041.0956.610.00480.03B料595镀锌铁丝/D 3.5

31、kg6.080.79244.820.00350.02B料744木脚手板m316100.0818131.70.00040.58B料746脚手架钢管t5436.430.002513.5900.06B料747直角扣件个6.790.50193.410.00220.01B料748对接扣件个7.040.02280.160.00010B料802臭油水kg0.760.74740.570.00330B料806防锈漆kg14.260.18252.60.00080.01B料820腻子膏kgB料871丙酮kgB料882乙酸乙酯kgB料884油漆溶剂汕kgB料886聚氨脂固化剂kgB料890三异鼠酸酯kgB料905TG

32、胶kgB料906108胶kgB料937煤油kgB料946棉纱kgB料1017水m3B料1023牛皮纸m2B料3801预埋铁件kgB机2载货汽车/6t台班B机5灰浆搅拌机/400L台班B机11木工圆锯机/D 500台班0.8836.28669.023.66582.9311.349.6205109.10.04220.4817.260.233.970.0010.023.930.02280.090.00010503.0202151.010.01320.6611.420.09091.040.000403.84449.88251727.551.9727.573.5911.288440.530.04950.

33、185.880.08310.490.0004014.260.02630.380.000106.218.0083111.650.07890.490.430.05910.030.000307.431.31539.770.00580.04498.970.045622.750.00020.189.9811.59451043.270.05084.5725.880.00550.1400费用工程名称 施工图预算 计价合计其中：人工费举 措工程预算计价（一）合计 其中：人工费举措工程预 算计价（二）合计其中： 人工费规费利润其中：施工装备 费税金含税总计计算公式Z（工程量X编制期预算基 价）1340序号123

34、4567891011给排水图纸预算汇总表Z举措工程(一)金额金额189116Z(工程量X编制期预算基1340价)160018(2+4+6)*1.00*0.770(2+4+6)*0.35220(2+4+6)*0.151046(1 +3+5+7+8)*0.03514781+3+5+7+8+10204379 11179给排水工程施工图预算计价表序号编号工程名称单位工程量单价合价18-77室外承插铸铁排水管（石棉水泥接口,DN100以内）m9107.0496328-250室内承插塑料排水管（零件粘接,DN100以内）m4740.33189638-248室内承插塑料排水管（零件粘接,DN50以内）m30

35、71.29213948-5室外镀锌钢管螺纹连接DN40以内）m330.059058-3室外镀锌钢管螺纹连接（DN25以内）m320.216168-171室内铝塑复合管安装（管件连接,DN40以内）m568.8134478-170室内铝塑复合管安装（管件连接,DN32以内）m554.727488-169室内铝塑复合管安装（管件连接,DN25以内）m1742.9873198-168室内铝塑复合管安装（管件连接,DN20以内）m2631.94830108-167室内铝塑复合管安装（管件连接,DN15以内）m2723.38631118-312管道消毒、冲洗（DN50以内）m1100.6268128-313管道消毒、冲洗（DN100以内）m560.950138-318室内管道支架制作安装（一般管架）kg317.2952148-622水龙头安装（DN15以内）个1