武汉市某中学艺术楼工程预算书

武汉市***工程预算书造价汇总表工程名称:武汉市市***序号名称工程造价

(元)单方造价

(元/mm2)人工费

(元)安全防护费

(元))1土建部分1,,913,1167.799995.0094110,1111.2733,,636.5572安装部分140,1170.78872.991224,8666.75536.8843合计2,0553,3388.571,0668.00434,,978.00234,1773.41编制说明一、编制依据

1、施施工图纸；

22、《湖北省省建筑工程消消耗量定额及及统一基价表表》（2003年）、《湖湖北省装饰工工程消耗量定定额及统一基基价表》（2003年）；《湖湖北省安装工工程消耗量定定额及统一基基价表》（2003）年；

3、本工程按按照工程4类取费；

4、图纸设计计的有关标准准图集；

5、主要材料料参照（武汉汉建筑工程造造价信息）2008年第11期；部分材材料参照新洲洲当地价格。

二、编制说明

1、本工程按照施工图纸图示尺寸计算工程量；

2、本工程预算土建部分不包含墙面保温；喷粉桩；屋面保温。

3、由于图纸中屋面栏杆材质未注明，暂按不锈钢栏杆扶手计算；

三、未尽事宜，待双方协商解决。

工程预算书工程名称武汉市***(土土建)业主武汉市***套用定额湖北省建筑装饰工工程消耗量定定额2003总造价金额壹佰玖拾壹万叁仟仟壹佰陆拾柒柒元柒角玖分分钢材(t)79.69水泥(m3)391.7圆木(m3)134.62商品混凝土(m33)建筑面积(m2))1900单位造价(元/mm2)995.09人工费410111.227材料费1179211..98安装主材费机械费42094.122综合管理费281750.442独立费业主供货费总造价1913167..79编制单位施工单位审核单位编制人审核人取费计算表武汉市***(土土建)代号名称计算式金额L1定额基价S1550072..23L2其中:人工费R279621.332L3材料费费C1228356..79L4机械费费M42094.122L5构件增值税T1*7.52666%L6安全防护护文明施工费费(L1+L5)*22.17%33636.577L7其他施工工组织措施费费(L1+L5)*11.05%16275.766L8施工组织措施费合合计L6+L749912.333L9人工价差RC130489.995L10材料价差CC-49144.881L11机械价差MCL12土建部分分施工管理费费(1+2.17%++1.05%%)*(L11+L5-TT2-T3))*2.000%28842.633L13金属门窗窗部分施工管管理费(1+2.17%++1.05%%)*T2**1.00%%1578.53L14施工管理费合计L12+L13++030421.166L15行政规费(L1+L5+L88)*6%95999.077L16计划利润(4类))(L1+L5+L88+L9+LL10+L111)*2%%33626.599L17意外伤害保险费(L1+L5+L88+L9+LL10+L111+L144+L15++L16)**0.05%%920.69L18安全技术服务费(L1+L5+L88+L9+LL10+L111+L144+L15++L16)**0.15%%2762.06L19不含税造价L1+L5+L88+L9+LL10+L111+L144+L15++L16+LL17+L1181845059..28L20营业税L19*3.69914%68108.522L21独立费DL22业主供货费YGL23工程总造价L19+L20++L21-LL221913167..79直接费计算表武汉市***(土土建)S定额编号名称单位数量基价人工单价材料单价机械单价人工复价材料复价机械复价合价一、土石方工程A1-42平整场地100m27.48794.594.5707.52707.52A1-152反铲挖掘机挖土土深度4m以内1000m31.3321926.91801746.9239.762326.872566.63A1-264填土碾压拖式双双联羊足碾1000m31.1972037.8318031.81826.03215.4638.062185.762439.28A1-215自卸汽车(载重44.5t)运距(km以内)51000m30.13514076.73318025.4413871.29924.33.431872.621900.36J1小计计1187.0441.56385.257613.79二、砌筑工程换A3-1水泥砂浆砖基础水泥砂浆M510m39.9631871.3365.41487.5118.393640.4814820.066183.2218643.766A7-152防水砂浆平面100m20.6038845.01276.6547.5720.84167.01330.6212.58510.22A3-165加气混凝土砌块墙墙600×3300×(1125,2000,2500)混合砂浆M510m344.6372180.78300.31872.517.9713404.49983583.233355.7697343.488A3-120砌体钢筋加固t1.343370.97667.82682.5320.64894.853594.5927.664517.1B2B-3墙面钢板网100m23.75701.1183518.1686.251942.882629.13J5小计计18793.088104271.338579.22123643.668三、混凝土及钢筋筋混凝土工程程A4-11C10基础垫层层10m34.0372005.99405.31546.8353.861636.26244.55217.438098.184A10-30混凝土基础垫层木模板木支撑100m20.29622665.18401.42229.4734.31118.89660.3710.16789.43换A4-2C25带形基础础碎石砼有梁式10m315.4872227.71391.81782.0553.866067.8127598.611834.1334500.5444A10-9带形基础（有梁式式）钢筋混凝土木模板木支撑100m21.076482502.94842.41629.6430.9906.831754.2733.262694.36换A4-22矩形柱C25510m314.5082601.4728.11786.2387.0710563.27725914.6221263.2137741.1114A10-52矩形柱木模板木支撑100m211.60643913.521072.52779.6461.3812447.86632261.611712.445421.888换A4-40有梁板C2510m330.5872464.84455.71922.0787.0713938.558790.3662663.2175392.0664A10-98有梁板木模板木支撑100m223.84163432.521093.52272.7466.2826070.79954185.7661580.2281836.777换A4-50整体楼梯C25510m214.472642.07179.4429.3433.332596.286213.41482.359292.044A10-114楼梯直形木模板木支撑10m214.472876.53332.4518.225.934810.497499.39375.2612685.144换A4-45挑檐天沟C25510m31.7172922.41823.51960.51138.41413.953366.2237.635017.784A10-122挑檐天沟木模板板木支撑100m21.32323705.131674.91926.9103.332216.232549.67136.734902.63换A4-57零星构件C25510m30.9343152.33863.42150.53138.4806.422008.6129.272944.284A10-123零星构件木模板板木支撑100m21.556484982.721423.53440.62118.62215.655355.26184.67755.5换A4-25构造柱C2510m30.8282695.86828.61780.1987.07686.08147472.092232.174A10-58构造柱木模板木支撑100m21.192324336.061399.82838.8997.371669.013384.87116.15169.97A4-55其他台阶C2010m21.728397.796.6277.6923.41166.92479.8540.45687.23A4-59砼散水面层一次抹抹光100m20.8881810453.61268.3488.06402.81126.2978.21607.28A4-60水泥砂浆防滑坡道道100m20.361131.55431.7673.526.35155.41242.469.49407.36A4-641现浇构件圆钢筋((mm以内)Φ6.5t1.3443538.87772.82730.8235.251038.643670.2247.384756.24换A4-642现浇构件带肋钢筋筋(mm以内)φR7t6.9033449.54501.32900.2647.983460.4720020.499331.2123812.177A4-642现浇构件圆钢筋((mm以内)Φ8t14.6193245.54501.32696.2647.987328.539416.622701.4247446.555换A4-643现浇构件带肋钢筋筋(mm以内)φR10t7.0123287.1362.72884.3740.032543.2520225.2280.6923049.155A4-643现浇构件圆钢筋((mm以内)Φ10t1.0923083.1362.72680.3740.03396.072926.9643.713366.75A4-644现浇构件圆钢筋((mm以内)Φ12t8.553172.642972776.6399.012539.3523740.199846.5427126.077A4-655现浇构件螺纹钢筋筋(mm以内)Φ12t4.6373320.5323.12881.13116.271498.2113359.8539.1415397.166A4-656现浇构件螺纹钢筋筋(mm以内)Φ14t4.3613253.85270.92874.94108.011181.3912537.611471.0314190.044A4-657现浇构件螺纹钢筋筋(mm以内)Φ16t8.1973222.14244.82870.97106.372006.6323533.344871.9126411.888A4-658现浇构件螺纹钢筋筋(mm以内)Φ18t7.2553193.98211.82885.0497.141536.6120930.977704.7523172.322A4-659现浇构件螺纹钢筋筋(mm以内)Φ20t6.2523171.66194.72880.1696.81217.2618006.766605.1919829.222A4-660现浇构件螺纹钢筋筋(mm以内)Φ22t4.443137.21742878.1785.03772.5612779.077377.5313929.177A4-736铁件t0.5265093.357353806.26552.09386.612002.09290.42679.1A4-738电渣压力焊接接头头10个137.287.123631.6519.474939.24342.382671.2811952.866J3小计计119734.116458601.88617958.388596294.339五、屋面工程B1-20水泥砂浆在填充充材料上20mm100m24.565724.41240458.6725.741095.62093.83117.53306.93A7-41改性沥青防水卷材材屋面满铺100m25.2292199.03210.61988.431101.2310397.511498.733A8-218架空隔热层混凝凝土板面100m24.5652882.96907.51897.2878.184142.748661.08356.8913160.711A7-106塑料(PVC)落水管管φ100mmm10m6278.8265.1213.72390.61282.321672.92A7-108塑料雨水口方形((接口直径)φ100mmm10个0.4280.6696.9183.7638.7673.5112.26A7-110塑料水斗方形(接接口直径)φ100mmm10个0.4282.880.4202.432.1680.96113.12A7-112塑料弯头φ1000mm10个0.4195.47107.488.0742.9635.2378.19J4小计计6844.0422624.422474.3929942.866六、楼地面工程B1-17混凝土垫层(首层层地面)10m34.3191999.63367.51505.5126.631587.236502.25546.918636.4B1-84彩釉砖地面(每块块周长)<24000mm水泥砂浆100m24.318614617.211837.313769.49910.423615.9659464.9224563125.888B1-84彩釉砖楼面(每块块周长)<24000mm水泥砂浆100m211.424614617.211837.313769.49910.429565.82157310.992119.04166995.778B1-90彩釉砖楼梯面水泥砂浆100m21.44728272.632984.15274.4314.14318.597633.1620.4111972.155B1-92彩釉砖踢脚板水泥砂浆100m11.889856.33287.4567.091.843416.96742.1321.8810180.911B1-62花岗岩坡道面水泥砂浆100m20.3629399.7771892.127479.48828.19681.169892.6110.1510583.922B1-63花岗岩台阶面水泥砂浆100m20.172831327.2331504.229792.38830.65259.935148.125.35413.35B1-185硬木扶手型钢栏栏杆(楼梯栏杆)10m4.512703.9696.9416.66190.4437.211879.97859.083176.27B1-178不锈钢管扶手不不锈钢栏杆(护窗栏杆)10m2.013106.62136.82912.1757.65274.975853.46115.886244.31B1-178不锈钢管扶手不不锈钢栏杆(屋面栏杆)10m8.643106.62136.82912.1757.651181.9525161.155498.126841.2J6小计计25339.722285588.6692241.74313170.115七、墙柱面工程B2-216瓷板(200x3000)砂浆粘贴内墙面(墙裙)100m217.156026.131271.14731.7423.2921799.37781149.344399.42103348.113B2-29水泥砂浆墙面、墙墙裙15+5mmm轻质墙(内墙)100m216.6889936.35443.4469.0523.97399.867827.93398.8615626.655B5-225乳胶漆抹灰面二遍(内墙)100m216.6889651.34336315.345607.475262.6810870.155B2-248面砖水泥砂浆粘贴贴周长mm以内800(外墙)100m217.09085740.951396.24322.0722.6823862.17773867.633387.6298117.433B2-30水泥砂浆6+114mm115+5mmm零星项目100m22.112474.421968.6483.1422.684153.751019.4347.855221.03J7小计计62822.611169127.0011233.76233183.338八、天棚工程B3-2混凝土面天棚水水泥砂浆100m220.627757.18439.2300.2117.779059.386192.43366.5415618.355B5-225乳胶漆抹灰面二遍100m220.627651.34336315.346930.676504.5213435.199J8小计计15990.05512696.955366.5429053.544九、门窗工程2B4-291塑钢推拉窗100m25.984625553.7441703.423848.4441.910194.177142723.33711.37152928.991B4B-63全玻门门扇制作作10m24.6682416.14460.81955.342151.019127.5311278.544B4B-64全玻门门扇安装装10m24.668948.5181.44767.06846.963580.644427.6B4-25无纱镶板门单扇扇带亮门框扇制安安100m21.4412700.2551892.110527.533280.622724.6215159.644404.0918288.366J9小计计15916.777170591.118415.46186923.441十、脚手架及垂直直运输4A11-1综合脚手架建筑筑面积100m219.226489.55291179.4819.075594.773450.68366.649412.094A11-6钢管里脚手架<3..6m100m266.3124.01111.610.032.387399.08664.99157.798221.864B7-3装饰内脚手架简简易(3.6m以内内）内墙、柱、面面100m237.426.756.75252.59252.594B7-4装饰内脚手架简简易(3.6m以内内）天棚、面100m220.62721.621.6445.54445.544A12-120米(6层)以内卷扬机施工100m219.226619.73619.7311914.93311914.933J10小计计12993.8554813.812439.36630247.011HJ合计计279621.3321228356..7942094.1221550072..23工料机汇总表武汉市***(土土建)S标识属性名称单位数量定额价D供应价G预算价算式预算单价金额价差注释定3人工综合工日(建筑))工日9320.71113044G44410111.227130489.995定202材料标准砖240××115×553mm千块69.812180240G24016754.9884188.74定332材料彩釉砖2200×1000m2391.29732.2522G228608.54-4010.799定337材料彩釉砖6600×6000m21613.678813050G5080683.9-129094..24定409材料瓷板200x3000mmm21775.025540.525G2544375.622-27512.889定412材料粗砂m30.0095028G280.25-0.2定482材料电度13.440.550.67G0.6791.61定1058材料冷轧带肋钢筋φ5mm以下t0.64428004219.51G4219.512715.95913.69定1247材料螺纹钢筋φ12t4.84627004005.31G4005.3119408.3996325.09定1248材料螺纹钢筋φ14t4.55727004005.31G4005.3118253.1885948.62定1249材料螺纹钢筋φ16t8.56627004005.31G4005.3134308.94411181.111定1251材料螺纹钢筋φ18t7.58127004005.31G4005.3130366.1669896.18定1252材料螺纹钢筋φ20t6.53327004005.31G4005.3126168.0558528.03定1253材料螺纹钢筋φ22t4.6427004005.31G4005.3118583.8446056.38定1595材料水泥32.55t390.872300320G320125079.117817.44定1712材料碎石15mmmm321.395157.88G57.881238.05147.16定1713材料碎石20mmmm3285.265061.88G61.8817651.9223388.89定1714材料碎石40mmmm3398.5154955.78G55.7822229.1552701.93定1741材料铁件kg5.33.594G421.22.17定1742材料铁件t0.53135904005.51G4005.512127.97220.74定1951材料圆钢kg170.1282.63.93G3.93669.11226.78定1954材料圆钢φ10t1.11426003933.91G3933.914381.751485.76定1956材料圆钢φ10以以内t1.3826003933.91G3933.915429.581841.06定1957材料圆钢φ10以以上kg245.4082.63.93G3.93965.19327.13定1959材料圆钢φ12t8.93526004005.31G4005.3135786.44412556.099定1971材料圆钢φ6.55t1.37126003933.31G3933.315392.11827.81定1972材料圆钢φ8t14.91126003933.91G3933.9158660.03319890.444定2027材料中(粗)砂m3675.1135028G2818903.166-14852.448定2190材料成形冷轧扭钢筋φR10mmt751G4219.5130178.95510152.688定2193材料成形冷轧扭钢筋φR7mmt7.04128004219.51G4219.5129709.8229994.86定30709材料蒸压灰砂砖2440×1155×53千块23.513230260G2606113.3705.38工程预算书工程名称武汉市***(安安装)业主套用定额湖北省安装工程消消耗量定额2003总造价金额壹拾肆万零壹佰柒柒拾元柒角捌捌分钢材(t)水泥(m3)圆木(m3)商品混凝土(m33)建筑面积(m2))1922.6单位造价(元/mm2)72.91人工费24866.755材料费4622.11安装主材费91622.855机械费2597.48综合管理费16461.599独立费业主供货费总造价140170.778编制单位施工单位审核单位编制人审核人取费计算表武汉市***(安安装)代号名称计算式金额L1定额基价S24739.355L2其中:人工费R17519.766L3辅材费费C4622.11L4机械费费M2597.48L5主材费Z91622.855L6安全防护护文明施工费费S*2.17%536.84L7其他组织织措施费L2*6%1051.19L8施工组织措施费合合计L6+L71588.03L9其中人工工费L8*15%238.2L10人工费调整RC7347L11材料费调整CCL12机械费调整MCL13施工管理费(3类类)(L2+L9)*115%2663.69L14行政规费(L2+L9)*225%4439.49L15计划利润(3类))(L2+L9+L110)*100%2510.5L16意外伤害保险费(L1+L5+L88+L10++L11+LL12+L113+L144+L15))*0.055%67.46L17安全技术服务费(L1+L5+L88+L10++L11+LL12+L113+L144+L15))*0.155%202.37L18不含税工程造价L1+L5+L88+L10++L11+LL12+L113+L144+L15++L16+LL17135180.772L19营业税L18*3.69914%4990.06L20设备独立费DL21业主供货费YGL22工程总造价L18+L19++L20-LL21140170.778直接费计算表武汉市***(安安装)S定额编号名称单位数量基价人工单价主材单价材料单价机械单价人工复价主材复价材料复价机械复价合价C2B-18成套低压路灯控制制柜安装常规电气配配电柜控制总柜套1233.86147.25180050.8535.76147.25180050.8535.76233.86C2-298成套配电箱安装悬挂嵌入式(半周长m)1..0台1681.5255.860025.72892.89600411.521304.32C2-342开关及按钮扳式式暗开关（单单控）单联10套7.928.1926.35961.84208.17758.414.54222.7C2-343开关及按钮扳式式暗开关（单单控）双联10套1.229.8927.591392.333.11166.82.7635.87C2-358普通插座单相明明插座15A3孔10套13.145.8428.218517.63369.551113.5230.95600.5C2-360普通插座单相明明插座15A5孔10套1.252.6534.19518.5540.9211422.2663.18C2-408吊风扇台5017.2413.33753.91666.53750195.5862C2-1447节能吸顶灯(400W)灯罩直径(mm以内)250010套0.6180.2966.96650113.3340.1839068108.17C2-1447圆球吸顶灯(3**40W)灯罩直径(mm以内)250010套1.6180.2966.96600113.33107.14960181.33288.46C2-1703成套型吊链式单管10套2.2118.3967.2731551.12147.99693112.46260.46C2-1704成套型吊链式双管10套15.2135.7584.6345051.121286.386840777.022063.4C2-1089混凝土结构暗配钢管公称直直径(mm以内)1000100m0.041517.31130.886500319.2967.1345.2426012.772.6960.69C2-1085混凝土结构暗配钢管公称直直径(mm以内)40100m3.1593.86462.21180091.5840.071432.855580283.9124.221840.97C2-1172硬质聚氯乙烯管公公称直径(mm以内)25100m14.52259.49208.637204.3246.543029.3110454.462.73675.763767.79C2-1171硬质聚氯乙烯管公公称直径(mm以内)20100m3.46183.09147.874504.1931.03511.63155714.5107.36633.49C2-1170硬质聚氯乙烯管公公称直径(mm以内)15100m9.84174.16139.193203.9431.031369.633148.838.77305.341713.73C11-12688塑料线槽敷设敷敷设塑料线槽槽100mmm宽以下100m3.1435.24435.2412001349.2437201349.24C2-1274照明线路导线截截面(mm2以内)铜芯2.5100m单线36.447.393123516.391128.48554596.61725C2-1275照明线路导线截截面(mm2以内)铜芯4100m单线41.137.9321.734616.23891.8714220.6667.051558.92C2-689铜芯电力电缆敷设设电缆（截面mm2以下）240100m1.051056.55553.6611615266.27236.62581.3412195.755279.58248.451109.38C2-904避雷网安装柱主主筋与圈梁钢钢筋焊接10处1.8140.5277.522.3240.7139.540.1873.26252.94C2-907避雷引下线敷设、断断接卡制作、安安装利用建筑物物主筋引下10m18.858.8525.424.9428.49477.992.87535.611106.38C2-901避雷网安装沿折折板支架敷设设10m15.2120.7184.3224.6311.761281.66374.38178.751834.79C2-1032接地装置调试接接地网系统1496.963105.16181.83105.16181.8496.96C11-13000穿放、布放电话线1对100m2.8320.1617.983100.381.850.88877.31.085.0957.05C11-13155电话插座个161.481.249.30.2419.84148.83.8423.68C11-13200管/暗槽内穿放广播线线100m0.8330.9923.25250