别墅工程一整套预算书

别墅工程土建装饰工程量计6栋1368.78M2建筑面积M2228.13剪力墙结构二层、占地面积118.32M2高度M6.8一层高3.5乂、二层高3.3M设计单位Xxxxx建筑设计研究院门面积（甲供）M2内门M1=1=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12.34M2窗面积（甲供）M273.475C1=2=1.76、C2=2=1.8、C3=1=0.96?C4=1=1.32、C5=1=0.765?C6=1=0.45、C7=1=1.44、C8=1=4.005、C9=1=1.92、C10=1=4.62、C11=1=1.2、C12=1=1.44、C13=1=1.47、C14=1=1.9、C15=1=1.68、C16=1=5.94、C17=1=2.03、C18=1=5.84、C19=1=21.175门联窗（甲供）M211.76MQ1=1=5.28、MQ2=1=6.48场地平整M2118.32基础挖土M3201.5616.3*11.4=185.82M2-(3.5*5.1=17.85+)=167.97M2*1.2=曹底钎探M2105.65回填土M3120.94砼垫层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=基础砼墙20厚M317.79880.9M1.1=88.99M2*0.2=外墙加气砌块M33.645.2M*3.5=18.2M2*0.2=3.64M3内墙加气块砌体M336.93一层27.1*3.35=90.785M2-5.36M2=85.43*0.2=17.09M3、二层34*3.15=107.1M2-7.9M2=90.2M2*0.2=19.84M3条形基础底板C30M331.69113.265M2-(38.085*0.1*2=7.617M2)=105.648M2*0.3=独立基础3个M34.652.2*2.2*3=14.52M2*0.5=7..26M3-条形基础0.888-0.924-0.792=框架柱C30=3个M31.876Z1=1个0.4*0.4*3.35=0.536M3、Z11=1个=0.4*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M312.734.51M*6.8M=63.648M2*0.2=现浇板C30M349.801+-0板138M2+20.453+3.645M2-17.85M2=144.238M2*0.1225=17.67M3、一层81.98M2*0.15=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=3.924M3=14.684M3=111.01M2*0.132=14.684M3合计面积338.768M2、砼外墙20厚C20M331.1952.88M*6.8=359.584M2-W73.475M2-门联窗11.76-外门12.34=262.01M2*0.2=52.42-异性柱12.73-梁8.554砼内墙20厚C20M310.888*6.8=54.4M2*0.2=门框柱M30.636*2.1*2*0.25*0.1=

号项目名称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=1.583M3、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=0.416M3二层10.7*0.2*0.4=0.856M3、21.8*0.2*0.3=1.308M3、2.7*0.2*0.2=0.108M3、合计128.75M、合计砼8.554M3楼梯M212.222.6*4.7=12.22M2零星砼M33女儿墙砼M32坡道M30.821.35*4.05=5.47M2、素土夯实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25.12*0.7=17.58M2、素土夯实2.64M3、3：7灰:2.64M3、卵石灌浆2.64M3、300厚回填土5.27M3、沥青灌缝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M2202.89228.13-25.24雨水管M13.62趟水嘴个4

号项目名称B户型单位数量计算公式卫生间地面防水M226.223.9+8.05+5.52+8.75、立面防水M312.84细石砼找坡M326.22找平层M226.22地面细石垫层M2202.89202.89*0.05钢梯T0.8木板踏步板M22.630.25*1.5*7=2.63M2排水沟25.11MM32.7625.11MX0.5X0.3=挖土：5.02M3、素士夯实12.56M2、砼垫层和沟壁2.76乂3、抹灰26M2、水沟盖板M212.6铸铁篦子25.11*0.5=12.6M2止水带M20.510以内钢筋T3.8620以内钢筋T16.8820以上钢筋T0.1墙加固筋T1.1

钢筋工程量钢筋计算公式06.5/M08010$12$14$16$18$20$22$25合计基础砼墙20厚88.99M2609711472162条形基础底板C30105.648M2528839独立基础3个145柱A9=1、A10=1、A11=1,Z1=1框架柱C30=3个A5=1、A6=1、A7=1、A8=1异性柱A1=1、A2=8、A3=1、A4=1935303065142102现浇板C300层144.238M2一层133.52M2二层111.01M23337777540467砼外墙20厚C20262.01M2-63.648+54.4M2=252.762N214035393539砼内墙20厚C20上算门框柱100100过梁100100框架梁C301920185024210902405830楼梯110110合计73387801422730831155143224016030理论重量0.2600.3950.6170.8881.211.5822.472.983.854合计T1913468877827371398226248039589合计3.6616.080.089合计*5%3.8616.880.1墙体加固筋1.1别墅预算书预算总价汇总表表号专业工程施工图预算合计1建筑工程（住宅）371785TOC\o"1-5"\h\z2装饰装修工程322833给排水工程91164电气设备安装工程173415采暖工程16071A各专业工程预算计价汇总446596B总承包服务费（含税）0C专业工程暂估价合计0D暂列金额项目合计0预算总价〔A+B+C+D］：陆拾捌万贰仟柒佰柒拾肆元整0

施工图预算土建汇总表序号费用项目名称计算公式金额1施工图预算计价合计Z（工程量X编制期预算基价）3717852其中：人工费41974419743措施项目预算计价（一）合计Z措施项目（一）金额260984其中：人工费185418545措施项目预算计价（二）合计Z（工程量X编制期预算基价）889466其中：人工费31434314347规费([2]+[4]+[6])*1.00*0.4421332738利润([1]+[3]+[5]+[7])*0.075390089其中：施工装备费([1]+[3]+[5]+[7])*0.021040210税金([1]+[3]+[5]+[7]+[8])*0.03511962511含税总计[1]+[3]+[5]+[7]+[8]+[10]578735

施工图预算计价表序号编号项目名称单位工程量单价合价11-1人工平整场地m2167.973.3956921-21槽底钎探m2105.652.4926331-33挖土机挖自卸汽车运一般土（运距在1km以内）m3201.5616.92341041-58人工回填土m3120.9410.97132751-79混凝土基础垫层（厚度在10cm以内）m311.33466.38528463-9砌页岩标砖墙（现场搅拌砂浆）m32.1421.3988573-45砌加气砌块墙（现场搅拌砂浆）m340.57364.311478084-5现浇钢筋混凝土独立基础m34.65464.05215894-3现浇混凝土无梁式带形基础m331.69457.9114511104-21现浇混凝土矩形柱m31.876528.01991114-23现浇混凝土异形柱（L、T、十）m312.73551.127016124-30现浇混凝土过梁m30.9560.12504134-33现浇混凝土直形墙（墙厚20cm以内）m359.797524.4931363144-40现浇混凝土有梁板m356.355482.127169154-50现浇混凝土门框m30.63534.92337164-48现浇混凝土直形整体楼梯m212.22132.291617174-55现浇混凝土零星构件m33603.091809184-32现浇混凝土直形女儿墙（墙厚10cm以内）m32535.211070194-60现浇混凝土台阶m229.6287.372588204-6250mm现浇混凝土散水（水泥砂浆面层20mm）m217.5841.36727214-65散水沥青砂浆嵌缝m28.634.81138224-66现浇混凝土坡道m30.82513.05421231-62台阶、散水、坡道面垫层下素土夯实（包括150m运土）m37.903129.41023

24252627282930313233343536373839404142434445464748491-703:7灰土基础垫层m312.343192.9523821-77散水毛石灌浆基础垫层m32.64259.1668420-56人工还填散水草皮种植土m35.2790.094754-122现浇混凝土圆钢筋（D10以内）t3.866052.43233624-124现浇混凝土螺纹钢筋（D20以内）t16.886285.521061004-125现浇混凝土螺纹钢筋（D20以外）t0.16000.796004-128现浇混凝土加固筋t0.556091.533504-129墙体加固钢筋t0.555615.630894-150预埋铁件t610610.27636624-153电渣压力焊焊接钢筋接头个5210.755597-1屋面抹1:3水泥砂浆找平层（在填充材料上，厚2cm）m2137.9311.1115327-21屋面铺SBS改性沥青防水卷材m2148.9397.6145367-54UPVC雨水管（直径160mm）m13.658.527967-62UPVC雨水斗个240.58817-69UPVC弯头个214.46297-71UPVC短管个257.041147-70D100铅丝网球个212.26257-72阳台出水口个46.4268-169屋面现浇1:10水泥珍珠岩保温隔热找坡m36.9226.9815668-175屋面聚苯乙烯泡沫塑料板保温隔热m312.411286.45159657-1屋面抹1:3水泥砂浆找平层（在填充材料上，厚2cm）保护层m2137.9311.1115326-83踏步式钢扶梯制作安装t0.89520.69761710-3现浇钢筋混凝土水沟底m31.26470.359310-4现浇钢筋混凝土水沟壁m31.5521.547821-10人工挖一般土管沟（深度1.0m以内、管径100mm以内）m25.119.282331-61基础垫层下素土夯实（包括150m运土）m31.256130.52164

5010-20混凝土井（池）井盖、池壁水泥砂浆抹面m22617.74461516-102钢箅子制作安装t0.169439.731510土建措施费表（一）序号项目名称计算说明计算公式金额人工费材料费1安全文明施工措施费现场总面积x30元+直接工程费x1.87%160.00*30+363099.05*0.0187115901854.399735.562冬季施工降效相应人工费和机械费x2%53404*0.02106801068.083雨季施工费相应直接工程费x1%53404*0.015340534.044二次搬运措施费竣工验收存档资料编制材料费x4.00%(313568.80+0.00+0.00)*0.0412543012542.755费直接工程费X0.10%363099.05*0.0013630363.1

土建措施费表（二）序号编号项目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）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基础模板m331.6941.41312613-8支拆现浇钢筋混凝土独立基础模板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（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（±0.00以下）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（1m3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挑出式安全网m2138.58.4911762412-56建筑物垂直封闭安全网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64014.4平米量平米价A工2综合工/二类工工日47.21356.23845.945280.61A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/240*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t74.432.8257210.320.01240.92

A料21砂子t7518.9911424.330.08326.24A料25石子/19~25t688.823599.960.03872.63A料28毛石t70.575.4395383.870.02381.68A料73石油沥青/#10kg4.3826.5309116.2113504.90.11630.51A料82C-NK-M-3卷材m280168.812280.7459.2A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/AC20m3330.610.013.3172820.900.01A料152预拌混凝土/AC30m3400182.052320.798319.21A料181铁件kg8.55056.660605151025648.426.5638225.79A料186钢筋/D10以内t85129.55.072290.0222112.43A料187钢筋/D10以外t80.051261.610.00021.15

5220.792092.4A料198螺纹钢/D20以内t85143.917.639670.0773403.68A料199螺纹钢/D20以外t30.1045537.540.00052.36A料238脚手架钢管t57205238.40.0745426.140.00031.87A料264钢材/踏步式扶梯t95468.00.8484442.240.003719.47A料270钢材/箅子t20.1696927.380.00074.07A料298铁钉kg8.6888.6783769.730.38873.37A料299镀锌铁丝/D0.7kg6.652.3947345.810.22971.52A料303镀锌铁丝/D2.8kg6.210.31.860.00130.01A料304镀锌铁丝/D4kg6.04241.05391455.971.05676.38A料309铅丝网球/D100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kg9.0448433.920.21041.9

A料321卡箍膨胀螺栓/160套3.639.710435.250.04260.15A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347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kg9.370.47364.440.00210.02

A料370防锈漆kg14.2612.7832182.290.0560.8A料403氧气m33.284.25613.960.01870.06A料404乙炔气m317.811.865633.230.00820.15A料405滑石粉kg0.627.99924.960.03510.02A料415密封胶kg32.840.41213.530.00180.06A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/840*760m21.99166.0362330.4112659.40.72781.45A料449聚苯乙烯泡沫塑料板/1000*500*50m3101012.534140.054955.49A料456安全网/3m*6mm211.9444.4308530.50.19482.33A料458硬塑料管/50kg9.470.888.330.00390.04A料460尼龙布m22.99407.191217.51.78495.34

A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*175~200m325541.462540.181746.35A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/20~62Nm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/5t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498.975.40762698.230.023711.83

A机39自卸汽车台班637.693.821624370.016810.68A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89.983.7867340.730.01661.491804.4A机53混凝土输送泵车/75m3/h台班61.6893047.730.007413.36A机55钢筋调直机/D40台班35.874.6196165.710.02020.73A机56钢筋切断机/D40台班42.692.7238116.280.01190.51A机57钢筋弯曲机/D40台班23.76.425152.270.02820.67A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/D35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89.188.485756.690.03723.32

A机88对焊机/75kVA台班121.011.694204.990.00740.9A机90电渣焊机/1000A台班189.440.3973.880.00170.32A机91电焊机/制作台班92.50.0524.810.00020.02A机92电焊机/安装台班74.2227.76962061.060.12179.03A机110金属结构下料机台班314.140.14445.240.00060.2装饰工程施工图计价汇总表费用项目名称施工图预算计价合计其中：人工费措施项目预算计价（一）合计其中：人工费措施项目预算计价（二）合计其中：人工费规费利润税金含税总计计算公式Z(工程量X编制期预算基价)13391Z措施项目(一)金额1438Z(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]金额322831339128491438122730366903632163948320序号12345678910装饰工程施工图预算计价表序号编号项目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）m2202.8916.3330721-291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30mm）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+5m2740.0620.241497992-61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装饰工程措施费表（一）序号项目名称计算说明计算公式金额人工费材料费1多层建筑超高工程人工附加费（20〜40m）人工费x9.35%13390.57*0.093512521252.0202安全文明施工措施费人工费x8.69%13390.57*0.08691164186.18977.463冬季施工降效相应人工费和机械费x2%13391*0.022680267.824雨季施工费相应直接工程费x1%13391*0.011340133.915竣工验收存档资料编制费直接工程费X0.10%30714.22*0.00131030.71装饰工程措施费表（二）序号1编号7-1项目名称装饰装修内檐综合脚手架（建筑面积500m2以内）单位m2工程量单价228.13合价2.1148128-1多层建筑物垂直运输（檐高20m以内,垂直运输高度20m以内）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47.2224.306410587.260.983246.41B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kg13.7236.451500.110.15982.19B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/D4kg6.041.0956.610.00480.03B料595镀锌铁丝/D3.5kg6.080.79244.820.00350.02B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kg14.260.18252.60.00080.01

B料820腻子膏kg0.8836.28669.023.66582.93B料871丙酮kg11.349.6205109.10.04220.48B料882乙酸乙酯kg17.260.233.970.0010.02B料884油漆溶剂油kg3.930.02280.090.00010B料886聚氨脂固化剂kg503.0202151.010.01320.66B料890三异氰酸酯kg11.420.09091.040.00040B料905TG胶kg3.84449.88251727.551.9727.57B料906108胶kg3.5911.288440.530.04950.18B料937煤油kg5.880.08310.490.00040B料946棉纱kg14.260.02630.380.00010B料1017水m36.218.0083111.650.07890.49B料1023牛皮纸m20.430.05910.030.00030B料3801预埋铁件kg7.431.31539.770.00580.04B机2载货汽车/6t台班498.970.045622.750.00020.1B机5灰浆搅拌机/400L台班89.9811.59451043.270.05084.57B机11木工圆锯机/D500台班25.880.00550.1400序号1234567891011给排水图纸预算汇总表金额金额911613401601800104647820437911179费用项目名称施工图预算计价合计其中：人工费措施项目预算计价（一）合计其中：人工费措施项目预算计价（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)1340Z措施项目(一)金额18Z(工程量X编制期预算基价)0([2]+[4]+[6])*1.00*0.77([2]+[4]+[6])*0.3522([2]+[4]+[6])*0.15([1]+[3]+[5]+[7]+[8])*0.0351[1]+[3]+[5]+[7]+[8]+[10]给排水工程施工图预算计价表序号编号项目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）m3071.29213948-5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1620.27324158-323螺纹阀门安装（DN40以内）个1101.78102168-321螺纹阀门安装（DN25以内）个152.9853178-320螺纹阀门安装（DN20以内）个535.69178188-631地面扫除口安装（DN100以内）个815.7126198-625地漏安装（DN50以内）个820.03160208-627地漏安装（DN100以内）个144.0444

给排水材料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C工2综合工/二类工工日47.227.711307.910.12155.73C料4普通硅酸盐水泥/32.5级kg0.3410.37753.530.04550.02C料5普通硅酸盐水泥/42.5级kg0.373.4021.260.01490.01C料68石棉绒/综合kg11.91.45817.350.00640.08C料92木材/一级红松m33422.640.00062.0500.01C料190扁钢/<59t5088.220.009347.3200.21C料408焊接钢管/DN50m26.530.821.220.00350.09C料411焊接钢管/DN100m59.170.15.920.00040.03C料513镀锌铁丝/D2.8〜4.0kg6.10.5683.460.00250.02C料551电焊条/E4303'D3.2kg6.410.3632.330.00160.01C料660六角螺栓kg8.960.03630.330.00020C料680六角带帽螺栓/M6T2*12〜50套0.548.524.250.21260.11C料791膨胀螺栓/M12*200套2.698.2222.110.0360.1C料794膨胀螺栓/M16*200套5.5720.304113.090.0890.5C料935锯条根0.423.2729.310.1020.04C料974清油kg15.430.0003000C料1052氧气m33.280.34651.140.00150.01C料1054乙炔气kg16.190.13412.170.00060.01C料1069铅油kg9.680.35793.460.00160.02C料1088丙酮kg11.342.06123.370.0090.1C料1159聚氯乙烯热熔密封胶kg22.551.36430.760.0060.13C料1186机油kg4.610.12250.560.00050C料1206线麻kg10.250.02580.260.00010C料1207砂纸张0.530.990.520.00430

C料1211铁砂布/#0~2张1.126.337.090.02770.03C料1225破布kg4.950.10230.510.00040C料1226棉纱头kg14.262.21131.530.00970.14C料1281油麻kg15.380.79212.180.00350.05C料1282水m36.212.589678.060.05520.34C料1283电kWh0.7515.02811.270.06590.05C料1293漂白粉kg1.540.17740.270.00080C料1317砂轮片/D100片4.10.00240.0100C料1320砂轮片/D400片20.50.04921.010.00020C料1415排水铸铁接轮/DN100个11.350.910.220.00390.04C料1498黑玛钢活接头/DN20个3.585.0518.080.02210.08C料1499黑玛钢活接头/DN25个5.161.015.210.00440.02C料1501黑玛钢活接头/DN40个8.931.019.020.00440.04C料1509镀锌钢管接头零件/DN25室外个1.850.5761.070.00250C料1511镀锌钢管接头零件/DN40室外个3.930.5582.190.00240.01C料1810透气帽（铅丝球）/DN50个4.020.783.140.00340.01C料1812透气帽（铅丝球）/DN100个6.032.3514.170.01030.06C料1978橡胶板用1〜3kg11.060.04230.470.00020C料2306塑料管卡子/15个0.1738.076.470.16690.03C料2307塑料管卡子/20个0.1836.666.60.16070.03C料2308塑料管卡子/25个0.2621.085.480.09240.02C料2309塑料管卡子/32个0.335.31.750.02320.01C未0承插塑料排水管/DNI。。m15.1640.044607.070.17552.66C未0承插塑料排水管/DNS。m56.7829.011647.190.12727.22C未0承插塑料排水管件/DNI。。个7.1553.486382.420.23451.68C未0承插塑料排水管件/DNS。个5.6227.06152.080.11860.67

C未0承插铸铁排水管/DN100m89.859.27832.910.04063.65C未0地漏/DN100个16.23116.230.00440.07C未0地漏/DN50个7.86862.880.03510.28C未0地面扫除口/DN100个9.98879.840.03510.35C未0镀锌钢管/DN25m15.633.04547.590.01330.21C未0镀锌钢管/DN40m24.443.04574.420.01330.33C未0铝塑复合管m19.9127.135540.260.11892.37C未0铝塑复合管m28.1826.13736.340.11453.23C未0铝塑复合管m38.2917.085654.180.07492.87C未0铝塑复合管m49.525.025248.840.0221.09C未0铝塑复合管m60.145.025302.20.0221.32C未0螺纹阀门/DN20个25.535.05128.930.02210.57C未0螺纹阀门/DN25个39.821.0140.220.00440.18C未0螺纹阀门/DN40个76.581.0177.350.00440.34C未0铜水嘴个18.3816.16297.020.07081.3C未0型钢t5207.10.003317.1800.08C机106立式钻床/D25台班11.120.09561.060.00040C机108立式钻床/D50台班42.70.00060.0300C机109台式钻床/D16台班11.570.01560.180.00010C机127管子切断机/D60台班17.740.0060.1100C机128管子切断机/D150台班44.320.02941.30.00010.01C机162管子套丝机/D159台班20.830.0150.310.00010C机193直流弧焊机/20kW台班77.870.09697.550.00040.03C机231电焊条烘干箱/600*500*750台班26.520.00960.2500费用项目名称施工图预算计价合计其中：人工费措施项目预算计价费用项目名称施工图预算计价合计其中：人工费措施项目预算计价（一）合计其中：人工费措施项目预算计价（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序号1234567891011采暖工程施工图预算计价汇总表计算公式金额TOC\o"1-5"\h\zZ(工程量X编制期预算基价)1607121022102Z措施项目(一)金额14633Z(工程量X编制期预算基价)000([2]+[4]+[6])*1.00*0.4421931([2]+[4]+[6])*0.3522741([2]+[4]+[6])*0.15316([1]+[3]+[5]+[7]+[8])*0.0351628[1]+[3]+[5]+[7]+[8]+[10]18517

采暖工程施工图预算计价表人工费材料费主材费机械费管理费序号编号项目名称单位工程量单价单价单价单价单价单价合价18-4室外镀锌钢管螺纹连接（DN32以内）m1024.893.140.7720.330.080.5724928-170室内铝塑复合管安装（管件连接,DN32以内）m1654.73.820.4149.7700.787538-169室内铝塑复合管安装（管件连接,DN25以内）m12042.983.480.3838.4800.645158410-7温度控制器（甲供）支443.4632.9202.575.99174510-26压力表、真空表（盘装）（甲供）台233.826.120.8802.044.766868-398自动排气阀安装（DN25以内）个866.2213.0610.9639.8202.3853078-331螺纹浮球阀安装（DN32以内）个265.117.262.4254.1101.3213088-330螺纹浮球阀安装（DN25以内）个4648.495.81.8139.8201.06223198-418疏水器组成安装（螺纹连接,DN32以内）组2379.4261.92236.5969.63011.28759108-318室内管道支架制作安装（一般管架）kg1217.294.92.65.733.170.89207118-727地板下、地面内加热管敷设（间距200mm,DN20以内）m2228.1323.452.7114.35.9500.495350128-733分集水器安装（甲供）台25.33.870.72000.7111138-743采暖分户箱安装（半周长1.0m以内）（甲供）台241.5616.4522.11003831410-3热计量装置（材料甲供）支2122.7790.458.7807.0616.48246采暖工程措施费序号项目名称计算说明计算公式金额人工费材料费1安全文明施工措施费（环境保护、文明施工、安全施工）直接工程费X0.11%15686.69*0.0011182.7614.52安全文明施工措施费（临时设施）人工费X5.33%2102.17*0.05331120112.053竣工验收存档资料编制费直接工程费X0.10%15686.69*0.00116015.69

专业类别采暖工程材料表单位单价汇总量合价平米量平米价编号名称规格C工2综合工/二类工工日47.243.46612051.60.19058.99C料4普通硅酸盐水泥/32.5级kg0.347.512.550.03290.01C料23砂子t74.430.00850.6300C料30碎石/0.5~3.2t65.570.00850.5600C料36湿拌砌筑砂浆/M10m3330.80.133.080.00040.15C料92木材/一级红松m33422.640.00248.2100.04C料157圆钢/D8〜14t5056.430.00178.600.04C料177角钢/<60t5097.040.005226.500.12C料403焊接钢管/DNISm6.880.64.130.00260.02C料405焊接钢管/DN25m13.263.0640.580.01340.18C料406焊接钢管/DN32m17.152.136.020.00920.16C料513镀锌铁丝/D2.8〜4.0kg6.10.070.430.00030C料551电焊条/E4303'D3.2kg6.410.6484.150.00280.02C料649半圆头镀锌螺栓/M2〜5*15〜50套0.240.80.01750C料660六角螺栓kg8.960.14521.30.00060.01C料782膨胀螺栓/M6套0.58.44.20.03680.02C料806六角螺母kg8.960.30482.730.00130.01C料807六角螺母/M8个0.116.481.650.07220.01C料870垫片个0.420.80.00880C料888钢垫圈/M8.5个0.0516.480.820.07220C料892钢垫圈kg3.050.120.370.00050C料917冲击钻头/D6〜12个7.430.1521.130.00070C料919冲击钻头/D10个7.230.322.310.00140.01C料935锯条根0.47.993.20.0350.01

C料974清油kg15.430.00120.0200C料1052氧气m33.280.30610.00130C料1054乙炔气kg16.190.10441.690.00050.01C料1069铅油kg9.681.109610.740.00490.05C料1175汽油/#60~70kg5.610.21.120.00090C料1186机油kg4.610.7963.670.00350.02C料1206线麻kg10.250.1271.30.00060.01C料1207砂纸张0.537.283.860.03190.02C料1215细白布/0.9m宽m4.10.41.640.00180.01C料1225破布kg4.950.13120.650.00060C料1226棉纱头kg14.261.61623.040.00710.1C料1250塑料薄膜m21.03232.6926239.671.021.05聚苯乙烯板/40mm（密度C料126918kg/m3)m211.2232.69262606.161.0211.42C料1282水m36.27.84548.640.03440.21C料1317砂轮片/D100片4.10.00960.0400C料1320砂轮片/D400片20.50.18283.750.00080.02C料1434黑玛钢弯头/DN25个1.4912.1218.060.05310.08C料1475黑玛钢三通/DN32个3.828.0830.870.03540.14C料1499黑玛钢活接头/DN25个5.162.0210.420.00890.05C料1500黑玛钢活接头/DN32个6.672.0213.470.00890.06C料1510镀锌钢管接头零件/DN32室外个2.61.924.990.00840.02C料1578黑玛钢管箍/DN25个1.2762.6279.530.27450.35C料1579黑玛钢管箍/DN32个1.754.047.070.01770.03C料1596黑玛钢丝堵堵头/DN25个0.888.087.110.03540.03C料1645螺纹截止阀/J11T-16'DN25个14.812.0229.920.00890.13

C料1646螺纹截止阀/J11T-16'DN32个19.764.0479.830.01770.35C料1704镀锌管卡子/口12〜40*1.5个0.621.20.00880.01C料1808螺纹旋塞/X13T-10'DN15个50.254.04203.010.01770.89C料1978橡胶板用1〜3kg11.060.06120.680.00030C料2307塑料管卡子/20个0.181708.694307.567.491.35C料2308塑料管卡子/25个0.26148.838.690.65230.17C料2309塑料管卡子/32个0.3316.965.60.07430.02C料2346尼龙扎带/综合价根0.49125.880.05260.03C料2363位号牌个0.8965.340.02630.02C未0镀锌钢管/DN32m20.0310.15203.30.04450.89C未0分集水器台0200.00880C未0铝塑复合管m38.29120.64617.770.528620.24C未0铝塑复合管m49.5216.08796.280.07053.49C未0螺纹浮球阀/DN25个39.82461831.720.20168.03C未0螺纹浮球阀/DN32个54.112108.220.00880.47C未0螺纹疏水器/DN32个69.632139.260.00880.61C未0取源部件套0200.00880C未0塑料管m1.231104.1491358.14.845.95C未0型钢t5207.10.013268.730.00010.3C未0仪表接头套0200.00880C未0自动排气阀/DN25个39.828318.560.03511.4C机127管子切断机/D60台班17.740.010.1800C机128管子切断机/D150台班44.320.11765.210.00050.02C机162管子套丝机/D159台班20.830.030.620.00010C机193直流弧焊机/20kW台班77.870.387630.180.00170.13C机231电焊条烘干箱/600*500*750台班26.520.03841.020.00020

电气工程施工图预算汇总表序号费用项目名称计算公式金额1施工图预算计价合计Z（工程量X编制期预算基价）173412其中：人工费625262523措施项目预算计价（一）合计Z措施项目（一）金额6944其中：人工费81815措施项目预算计价（二）合计Z（工程量X编制期预算基价）06其中：人工费007规费([2]+[4]+[6])*1.00*0.7748768利润([2]+[4]+[6])*0.352222309其中：施工装备费([2]+[4]+[6])*0.1595010税金([1]+[3]+[5]+[7]+[8])*0.035188211含税总计[1]+[3]+[5]+[7]+[8]+[10]26023

电气工程施工图预算计价表序人工费材料费主材费机械费管理费号编号项目名称单位工程量单价单价单价单价单价单价合价12-264成套配电箱安装（悬挂嵌入式,半周长1.0m）（甲供）台2150.5787.0747.640015.8630122-1400普通灯具安装（灯头）（通电试验用）套3420.074.552.2812.4100.8368232-1727楼梯照明灯延时开关安装套225.094.110.519.7300.755042-1004钢管敷设（砖、混凝土结构暗配,公称口径80以内）m1365.3316.622.942.070.713.0384952-1002钢管敷设（砖、混凝土结构暗配,公称口径50以内）m1645.957.691.8134.70.351.473562-1086硬塑料管敷设（砖、混凝土结构暗配，公称口径15mm以内）m904.32.170.051.510.170.438772-1087硬塑料管敷设（砖、混凝土结构暗配，公称口径20mm以内）m3865.022.310.052.070.170.42193882-1088硬塑料管敷设（砖、混凝土结构暗配，公称口径25mm以内）m1307.113.260.062.940.260.5992492-1089硬塑料管敷设（砖、混凝土结构暗配，公称口径32mm以内）m358.253.460.063.840.260.63289102-1090硬塑料管敷设（砖、混凝土结构暗配，公称口径40mm以内）m610.894.250.095.520.260.7765112-507铜芯电力电缆敷设（电缆截面35mm2以内）（甲供）m135.133.41.0100.10.6267122-1170管内穿线（照明线路,铜芯导线截面2.5mm2以内）m8283.140.480.182.3900.092600132-1171管内穿线（照明线路,铜芯导线截面4mm2以内）m1205.080.340.194.4900.06610142-1199管内穿线（动力线路,铜芯导线截面10mm2以内）m4510.080.460.219.3300.08454152-1200管内穿线（动力线路,铜芯导线截面16mm2以内）m1815.840.530.211500.1285162-329端子箱安装（户内）（甲供）台1176.87106.942.7907.719.48177172-319小母线安装m63.581.162.21000.2121182-341压铜接线端子安装（导线截面16mm2以内）个811.332.138.81000.3991192-1379接线箱安装（暗装，接线箱半周长700mm以内）（甲供）个161.5351.270.92009.3462202-1381接线盒安装（暗装）个605.222.181.141.500.4313212-1382开关.插座盒安装（暗装）个744.772.320.531.500.42353222-1647扳式暗开关安装（单联单控）套1517.674.110.2712.5400.75265232-1648扳式暗开关安装（双联单控）套1123.874.30.3318.4600.78263

2-1678单相3孔暗插座安装（15A）套3614.574.40.558.8200.85252-1692单相防爆插座安装（15A以内）套1218.917.31.468.8201.332272-1193管内穿引线m6751.40.320.130.8900.069452-283漏电保护开关安装（单式，三极）（甲供）个245.0826.613.63004.85902-679角钢接地极制作安装（坚土）根344.1525.643.17010.674.671322-685户外接地母线敷设（截面200mm2以内）m1817.8614.750.1800.242.693212-689接地跨接线安装处813.485.375.9401.190.981082-731避雷引下线敷设（利用建筑物主筋引下）根846.3519.837.5015.413.613712-732断接卡子制作安装套825.4617.414.8600.023.172042-730避雷引下线敷设（沿建筑、构筑物引下）m489.465.471.5101.4814542-734避雷网安装（沿墙板支架敷设）m6320.3413.163.2401.542.412812-737避雷网安装（柱主筋与圈梁钢筋焊接）处823.3312.093.7105.332.21872-832送配电装置系统调试（1kV以内交流供电，综合）系统1289.72171.433.42083.6431.232902-869接地网调试系统1408.74241.854.82011844.074092-1384防雷接地测试盒安装（甲供）个28.085.951.05001.0816242526272829303132333435363738电气工程措施费表金序号项目名称计算说明计算公式额7人工费材料费机械费管理费1脚手架措施费人工费x5.00%1340.01*0.05016.7550.2503.0512安全文明施工措施费（环境保护、文明施工、安全施工）直接工程费X0.11%8870.93*0.001101.568.200.2873安全文明施工措施费（临时设施）人工费X5.33%1340.01*0.05331071.42004竣工验收存档资料编制费直接工程费X0.10%8870.93*0.001908.8700

电气工程材料分析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C工2综合工/二类工工日47.2129.32696104.230.566926.76C料126钢丝/D1.6kg9.51.590615.110.0070.07C料156圆钢/D5.5~9.0t5072.820.005527.900.12C料158圆钢/D10~14t5047.790.003618.1700.08C料177角钢/<60t5097.040.00210.1900.04C料196镀锌扁钢/40*4t6087.860.00424.3500.11C料198镀锌扁钢/60*6t6092.860.008350.5700.22C料200镀锌扁钢支架/40*3kg6.317.64111.130.07730.49C料282钢板垫板t53250.00031.600.01C料364钢管/口25t5479.290.004926.8500.12C料484封铅/含铅65%含锡35%kg23.230.13263.080.00060.01C料510镀锌铁丝/D0.7~1.2kg6.490.644.150.00280.02C料512镀锌铁丝/D1.2~2.2kg6.281.850511.620.00810.05C料521合页副2.4612.460.00440.01C料551电焊条/E4303'D3.2kg6.419.567661.330.04190.27C料552电焊条/E4303'D4kg6.348.3252.750.03650.23C料560塑料焊条/D2.5kg15.51.439222.310.00630.1C料583焊锡丝kg59.40.1710.10.00070.04C料592焊锡膏/50g瓶装kg46.770.18098.460.00080.04C料595焊锡kg52.052.6529138.080.01160.61

C料620伞形螺栓/M6~8*150套0.8934.6830.870.1520.14C料649半圆头镀锌螺栓/M2~5*15~50套0.24.120.820.01810镀锌精制六角带帽螺栓/带2个垫圈C料718M6*14~75套0.348.9614.690.21460.06镀锌精制六角带帽螺栓/带2个垫圈C料722M10*14~70套0.916.4814.830.07220.07镀锌精制带帽螺栓/M8*100以内2平1弹C料735垫套0.73.9782.780.01740.01镀锌精制带帽螺栓/M10*100以内2平1C料736弹垫套1.192124.990.09210.11镀锌精制带帽螺栓/M16*100以内2平1C料740弹垫套2.598.162