浙江厂房土建工程预算书含工程量计算

2.预算编制说明浙江**汽车空调有限公司3号厂房工程预算编制说明－、编制范围：本预算编制范围为：浙江**汽车空调有限公司3号厂房土建、室内外装修工程。二、编制依据及说明1．工程概况：工程名称为浙江**汽车空调有限公司３号厂房工程，面积为3336.86平方米，六层框架结构，高度为22.8m。2．按《浙江省建筑工程预算定额（2003）》、《浙江省建设工程施工取费定额（2003）》。采用工料单价法编制。3．施工取费标准：按工程规定的类别的中值计取。并根据有关文件进行修正：土建部分，其中施工组织措施费调整系数0.83，规费扣除工程定额测定费后乘系数0.95。按有关文件规定：意外伤害保险费费率调整为0.21，农民工工伤保险费调整为0.164．建筑材料价格，参照《绍兴市建设工程造价信息（2011.2）》，无信息价则参照市场一般产品价格。5．工程量根据建设单位提供的设计施工图及有关资料，按定额计算规则计取。6．设计室外地坪为-0.300，挖土标高设计室外地坪至槽坑底，土质三类（无湿土）。7．墙体标高0.000以下砖砌体用MU10混凝土实心砖，M7.5水泥砂浆实砌，标高0.000以上砖砌体采用MU10混凝土多孔砖，M5混合砂浆实砌。8．人工挖土桩深度平均取9m，螺旋箍箍筋间距以剖面为准。9．.结施-03：基础梁未标明梁轴线居中，未标明基础梁标高-1.300。10．结施-05：GZ1尺寸250×250，从基础到2.900，混凝土等级为C25。11．所有砌体窗台顶用C25拉梁拉通。12．结施图中混凝土除垫层为C10外，其余混凝土等级均为C25。13．板厚除注明外，均为110mm。14．卫生间、厨房板面低于楼面30mm。15．地面原土地坪以上塘渣回填部分未计入。16．卫生间吊顶高度暂定3.6m（计算墙面瓷砖时用），地面防水涂料采用2mmLJP防水涂料。17．.檐沟、雨篷底侧面、均按外墙涂料计入。18．柱边门窗垛小于120与柱素混凝土整浇。19．除卫生间外其余房间均做20厚1：2水泥砂浆120高暗踢脚线。20．附属工程、屋面及楼地面找坡砼，其余砼均按泵送商品混凝土考虑。22．补子目按市场价取定。三、根据以上说明，浙江**汽车空调有限公司土建部分工程预算造价为407.03万元。3.工程费用计算程序序表工程费用计算程序序表工程名称：浙江***汽车空调调有限公司3号厂房序号费用名称费用计算表达式金额一直接工程费∑（分部分项工程量量×工料单价）3298846..77其中1.人工费282266.3312.机机械费28255.522二施工技术措施费∑（措施项目工程量量×工料单价）313321.446其中3.人工费103233.6664.机机械费79493.477三施工组织措施费∑[（1+2+3+4）×相应费率]13515.0331环境保护费（人工费+机械费费）×0.12%591.92文明施工费（人工费+机械费费）×0.558%2860.843安全防护施工费（人工费+机械费费）×0.446%2268.954临时设施费（人工费+机械费费）×%05夜间施工增加费（人工费+机械费费）×%06二次搬运费（人工费+机械费费）×%07缩短工期增加费（人工费+机械费费）×%08已完工程及设备保保护费（人工费+机械费费）×0.004%2071.659检验试验费（人工费+机械费费）×1.116%5721.69四综合费用（1+2+3+4）×29.055%124205五规费（一+二+三+四）×4.14%84724六总承包服务费分包项目工程造价价×%0七意外伤害保险费（一+二+三+四+五+六）×0.21%8242.52八农民工工伤保险费费（一+二+三+四+五+六）×0.16%6280.01九税金（一+二+三+四+五+六+七+八）×3.32%130792.44十工程总价一+二+三+四+五+六+七+八+九+单列4,0703222.454．建筑工程预算书建筑工程预算书工程名称：浙江***汽车空调调有限公司3号厂房序号编号名称单位工程量工料单价(元)合价(元)土石方工程32032.64411-2换人工综合挖三类土土深3m内m31215.6626.3532032.644桩基础与地基加固固工程206898.22922-80换人工挖桩孔孔深深10m内Φ1500mmm内m3382.1657.3121901.59932-88换人工挖孔桩砼护壁壁安设m3152.7671.86102593.00242-89换人工挖孔桩砼灌芯芯m3229.46359.1282403.688砌筑工程169416.00253-13换混凝土实心砖砖砌砌筑砖基础水泥砂浆M7.55m354.05230.3212448.863-21换混凝土多孔砖标准准砖墙厚1砖及以上m3507.59306.73155693.00873-23换砌标准砖墙厚11/2砖m35.8219.681274.14混凝土及钢筋混凝凝土工程278196.33284-125换现浇现拌砼基础垫垫层浇捣现浇现拌混混凝土C10（40）m318.72223.514184.1194-125换现浇现拌砼基础垫垫层浇捣现浇现拌混混凝土C15（20）m369.27268.1418574.066104-138换现浇现拌砼板浇捣捣商品泵送混混凝土C25（20）m3293.22314.8292311.522114-199换现浇泵送砼基础浇浇捣商品泵送混混凝土C25（20）m344.01267.6211777.966124-203换现浇泵送砼独立柱柱浇捣商品泵送混混凝土C25（20）m3109.4302.8333129.6134-204换现浇泵送砼构造柱柱浇捣商品泵送混混凝土C25（20）m319.06316.996041.83144-206换现浇泵送砼基础梁梁浇捣商品泵送混混凝土C25（20）m341.21273.0411251.988154-207换现浇泵送砼梁浇捣捣商品泵送混混凝土C25（20）m3286.95279.6880254.188164-208换现浇泵送混凝土圈圈、过梁、拱拱形梁浇捣商品泵送混混凝土C25（20）m32.66294.71783.93建筑工程预算书工程名称：浙江**汽车空调有限公司3号厂房序号编号名称单位工程量工料单价(元)合价(元)174-208换现浇泵送混凝土圈圈、过梁、拱拱形梁浇捣m33.1281.08871.35184-210换现浇泵送砼板浇捣捣商品泵送混混凝土C25（20）m31.85287.26531.43194-213换现浇泵送砼墙浇捣捣厚10cm上商品泵送混混凝土C25（20）m313.35295.463944.39204-213换现浇泵送砼墙浇捣捣厚10cm上商品泵送混混凝土C25（20）m33.76295.461110.93214-218换现浇泵送砼直形楼楼梯浇捣商品泵送混混凝土C25（20）m2169.5169.7911830.1224-220换现浇泵送砼雨篷浇浇捣商品泵送混混凝土C25（20）m210.829.46318.17234-224换现浇泵送砼小型构构件浇捣商品泵送混混凝土C25（20）m33.77339.731280.78屋面及防水11118.311247-41换屋面干铺油毡一层层m2299.023.27977.8257-50换屋面涂刷JS防水水涂料厚1.2mmmm2389.5726.0310140.511附属工程68049.166269-92换砼墙脚护坡m265.6234.742279.64279-100换混凝土台阶m212.12105.371277.08289-107地沟铸铁盖板厚40mm上m2125.78512.7464492.444楼地面工程2024817..162910-1换水泥砂浆找平层厚20mm水泥砂浆1:2m21.489.5714.163010-12换现浇细石混凝土楼楼地面厚300mm550现浇现拌混混凝土C30（20）m2225.2318.734218.563110-17换大理石楼地面水水泥砂浆m22587.0290.58234332.2273210-85换水泥砂浆踢脚线水泥砂浆1:2m292.6320.491897.99建筑工程预算书工程名称：浙江**汽车空调有限公司3号厂房序号编号名称单位工程量工料单价(元)综合合价(元)3310-105换花岗岩楼梯面(水水泥砂浆铺贴贴)m2300.48198.1859549.1333410-116换楼梯踏步平面式铜铜板防滑条m230.229.56790.93510-136换直形硬木扶手型型钢栏杆m82.4420839.5771718014..15墙柱面工程91102.4553611-7换混凝土墙水泥砂浆浆抹灰厚220mm水泥砂浆1:3m2170.6513.752346.443711-11换砖墙、砌块墙面混混合砂浆抹灰灰厚20mmm混合砂浆1:1::4m23229.9111.336497.9883811-27换墙面钉(挂)玻璃璃纤维m2453.334.41994.653911-30换砖柱、混凝土柱、梁梁水泥砂浆抹抹灰厚200mmm2526.2113.467082.794011-56换混凝土檐沟抹水泥泥砂浆m10.827.79300.134111-95换干粉型粘结剂粘贴贴墙面面砖(周长在3000mm以内)m2589.7149.4629167.0664211B-1换水泥砂浆抹底灰砖墙面m21709.98.0213713.4天棚工程48079.0884312-7换现浇砼天棚水泥泥石灰纸筋砂砂浆底纸筋灰面现现浇m24936.259.7448079.088门窗工程50405.2554413-77换铝合金推拉窗安装装m2247.23203.8850405.255油漆、涂料、裱糊糊工程14649.4994514-165换刷乳胶漆二遍m21067.889.339963.324614-167换刷涂料二遍m21709.92.734668.034714-178换阳台、雨篷、窗间间墙、隔板等等抹灰面刷白白水泥浆二遍m210.81.6818.1408节能补充定额额319.3建筑工程预算书序号编号名称单位工程量综合单价(元)综合合价(元)48J2-27换无机轻集料保温砂砂浆20mm厚m211.9626.71319.45补充分部303763.11549补子目11：6水泥煤渣找坡m225.6150384050补子目2卫生间防滑耐磨缸缸砖m2139.4122030670.251补子目3幕墙m2416.01425176804.22552补子目4实木门m282.1730024651534-393现浇构件圆钢t2.449884620.911320.655544-394现浇构件螺纹钢钢t12.8820114384.1856477.055合计3298846..775.建筑工程预算书（技术措施费）建筑工程预算书工程名称:浙江江**汽车空调调有限公司3号厂房序号定额编号名称单位数量单价合价1砼、钢筋砼模板及及支架项1179900.111179900.1114-1换现浇砼基础垫层模模板m2121.4319.272339.964-7换现浇砼独立基础复合木模m287.5818.671635.124-28换现浇砼基础梁复复合木模m2263.7423.786271.744-22换现浇砼矩形柱复复合木模m2127.1322.082807.034-26换现浇砼柱支模超高高每增1m增加费m228.411.2535.514-22换现浇砼矩形柱复复合木模m2199.0922.084395.914-22换现浇砼矩形柱复复合木模m2551.8222.0812184.1994-26换现浇砼柱支模超高高每增1m增加费m2280.161.25350.24-24换现浇砼异形、圆形形柱复合木模m292.1330.512810.894-31换现浇砼矩形梁复复合木模m22236.1928.1162859.34-38换现浇砼梁支模超高高每增1m增加费m2423.022.14905.264-31换现浇砼矩形梁复复合木模m2616.7328.1117336.2884-38换现浇砼梁支模超高高每增1m增加费m2123.262.14263.784-36换现浇砼直形圈过梁梁复合木模m230.0120.14604.44-40换现浇砼板复合木木模m22357.4920.7148823.6224-47换现浇砼板支模超高高每增1m增加费m2474.841.98940.184-63换现浇砼檐沟、挑檐檐模板m295.0923.772260.294-36换现浇砼直形圈过梁梁复合木模m219.3620.14389.914-58换现浇砼直形楼梯模模板m2169.5172.0912219.9884-60换现浇砼悬挑阳台、雨雨篷模板m210.843.2466.562脚手架项159690.73359690.73316-7换综合脚手架檐高高30m内层高6m内m23336.8616.7655925.777建筑工程预算书序号定额编号名称单位数量单价合价16-37换满堂脚手架基本本层3.6mm～5.2mm2789.34.773764.963垂直运输机械项163444.63363444.63317-4换建筑物垂直运输檐高30m内m23336.8618.7262466.02217-22换层高超3.6m每增1m垂直运输20m内m2741.371.32978.614大型机械设备进出出场及安、拆拆项110285.99910285.9991001塔式起重机固定式式基础(带配重)费用座13904.383904.3810012001塔式起重机安装拆拆卸费用60kNN·m以内台次16381.616381.612001合计313321.4468.工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量建筑面积平米一层平米二层平米（44.10+0..24）×（5.50×2+1.880+0.224）+4.400×（1.50++2.10++3.60++0.24）610.93土方工程立米1-2人工综合挖三类土土深3m内m31215.66ct1((1.8+0.333×1.9++0.6)××(1.8++0.33××1.9+00.6)×11.9+0..33×0..33×2..4×2.44×2.4//3)×589.55ct1A(1.8+0.333×2.4++0.6)××(1.8++0.33××2.4+00.6)×22.4+0..33×0..33×2..4×2.44×2.4//324.96ct2((1.6+0.333×1.9++0.6)××(1.6++0.33××1.9+00.6)×11.9+0..33×0..33×1..9×1.99×1.9//3)×7108.04ct3((1.4+0.333×1.9++0.6)××(1.4++0.33××1.9+00.6)×11.9+0..33×0..33×1..9×1.99×1.9//3)×100133.61ct3A((1.4+0.333×2.4++0.6)××(1.4++0.33××2.4+00.6)×22.4+0..33×0..33×1..9×1.99×1.9//3)×356.87ct4((1.4+0.333×1.9++0.6)××(1.4++0.33××2.4+00.6)×11.9+0..33×0..33×1..9×1.99×1.9//3)×570.92地梁300*600（-1.3）(0.5+0.333×1.855+0.6))×1.855×197..4624.66300*600（-1.5）(0.5+0.6++0.33××2.05))×2.055×11.99643.56工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量250*500（-1.5）(1.1+0.333×1.955)×1.995×6.11220.81300*500（-1.3）(1.1+0.333×1.755)×1.775×10..7231.47300*500（-0.655）(0.3+0.6))×1.10.99电梯井2.35×2.335×1.88510.22打桩工程2-80人工挖桩孔孔深深10m内Φ1500mmm内m3382.16zh13.14/4×11.475××1.4755×(1.77+9)×5591.37zh1A3.14/4×11.475××1.4755×(2.22+9)19.13zh23.14/4×11.275××1.2755×10.77×795.58zh33.14/4×11.075××1.0755×10.77×1097.07zh3A3.14/4×11.075××1.0755×11.22×330.48zh43.14/4×11.075××1.0755×10.77×548.532-88人工挖孔桩砼护壁壁安设m3152.7152.72-89灌注桩芯混凝土立米229.46zh13.14/4×11.2×1..2×10..7×560.48工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量zh1A3.14/4×11.2×1..2×11..212.66zh23.14/4×11×10.77×758.8zh33.14/4×00.8×0..8×10..7×1053.76zh3A3.14/4×00.8×0..8×11..2×316.88ZH43.14/4×00.8×0..8×10..7×526.88砌筑工程3-13换标准砖砌筑砖基础础m354.05标高-1.3至-1立米(10.45+5..425+111.6255+7.5225+25..85+222.85+117.7+99.65+110.15))×0.3××0.248.73标高-1.5至0(5.5+2.6++2.6+22.6)×11.5×0..244.79标高-1至0(13+7.26++6.8233+14.44+10.116+33..4+29++26.055+12.776+13))×1×0..2439.8标高-0.5至06.12×0.55×0.2440.73外墙平米1876.25一层26.85×(44.15-00.55)++12.055×3.6++11.7775×3.66+6.677×(4.115-0.55)+13..725×33.6+6..875×33.4+4..875×33.6+300.85×33.6408.17二层12.05×3..05+266.85×33.05+330.85××3.05++11.755×2.855+13.7725×3..05+6..67×3..05+3××2.95++8.7755×3.055344.04三层12.05×3..05+266.85×33.05+330.85××3.05++4.9755×3.055+6.9775×2.885+11..8×3.005+3.5575×3..1×2+55.057××3.1+77.4×3..05344.19工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量四层344.19344.19五层19.325×33.05+112.1255×3.055+30.885×3.005+4.9975×3..05+6..975×22.85+77.1+2..95+244.15×33.05308.78顶层3.475×3..15+4..35×3..15+5..15×3..15+7..9×3.115+1.8875×3..15+6..8×3.11593.08山墙13×2×1.3333.8外墙面积小计平米1272.211876.25--(18+5530.577)-55..4711272.21内墙平米841.47一层4.975×3..6+1.6625×3..4+2.775×(4..15-0..4)+5..025×33.65+66.65×33.5+(22.95+77)×3.66+6.8225×3.44+5.255×4.044+5.1××3.6+22.35×33.65+33.35+33.65+111.6755×3.4229.23二层2.75×3.22+4.9775×3.005+1.6625×2..85+5..75×3..05+6..65×2..95+2..35×3..1+4.9975×2..95+2..9×3.225+2.335×3.005+4.775×3.005+1.66×2.855+4.8775×3.005+1.6625×2..85142.86三层2.75×3.22+5.0225×3.005+1.6675×2..85+3..35×3..05+4..5×2.995+4.2275×3..05+2..35×3..1+5.0025×2..95+2..9×3.225+2.335×3.005+4.885×3.005+7×33.1+4..975×33.05+11.625××2.85160.43四层2.75×3.22+5.0225×3.005+1.6675×2..85+3..35×3..05+4..5×2.995+4.2275×3..05+2..35×3..1+5.0025×2..95+2..9×3.225+2.335×3.005+4.885×3.005+7×33.1+5..025×33.05+11.675××2.85160.73五层3.35×3.005+4.55×2.955+4.2775×3.005+2.335×3.11+5.0225×2.995+2.99×3.2++2.35××3.05++4.85××3.05++7×3.11+5.0225×3.005+1.6675×2..85131.68顶层5.25×3.11516.54内墙面积小计平米767.01767.01工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量女儿墙平米131.27标高18.6(3+7.5)×22×0.4449.24标高22.3(8.6+7.5))×2×0..4414.17标高15(13+5.5+77.7+4××2+5.6657)×11.143.84标高18.6(33.4+10..4+14..4)×1..164.02C6，7，8窗洞平米55.47(4××2)×2..2×255.473-21砌标准砖墙厚厚1砖m3507.59(1272.21++767.001+1311.27)××507.591/2砖平米66.2一层2.65×4.00410.71二层4.655×3..114.43三至五层4.415×3..1×341.063-23砌标准砖墙厚11/2砖m35.8(66.2-17..85)×00.125.8M7.5水泥砂浆浆砖基立米54.05标高-1.3至-1(10.45+5..425+111.6255+7.5225+25..85+222.85+117.7+99.65+110.15))×0.3××0.248.73标高-1.5至0(5.5+2.6++2.6+22.6)×11.5×0..244.79工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量混凝土及钢筋混凝凝土工程4-203换C25混凝土柱立米109.4结施-05kkz1(1+4.15)××0.4×00.4×21.65kz2,35.15×0.44×0.4××75.77kz4,55.15×0.55×0.5××67.73kz6(1.5+4.155)×0.44×0.4××21.81kz75.14×0.44×0.51.03kz8（圆柱）3.14/4×00.6×0..6×5.1151.46kz9(1.5+4.155)×0.55×0.51.41kz10,13,,15,166,175.15×0.44×0.5××77.21kz11（圆柱）3.14/4×00.4×0..4×5.115×21.29kz12,145.15×0.55×0.5××22.58结施-06kkz1,2,,33.6×0.4××0.4×995.18kz4,53.6×0.5××0.5×665.4kz63.6×0.4××0.4×221.15kz73.6×0.4××0.50.72kz8（圆柱）3.6×3.144/4×0..6×0.661.02kz93.6×0.5××0.40.72工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量kz10,13,,15,166,173.6×0.5××0.4×775.04kz12,143.6×0.5××0.5×221.8kz11（圆柱）3.14/4×00.4×0..4×3.660.45结施-07,088kz1,,2,3,44,53.6×0.4××0.4×115×217.28kz6,7,9,,10,133,15,1173.6×0.4××0.4×110×211.52kz8（圆柱）3.14/4×00.6×0..6×3.66×22.03kz11（圆柱）3.14/4×00.4×0..4×3.66×2×21.81kz12,14(3.6×0.4××0.4+33.6×0..5×0.55)×22.95kz163.6×0.4××0.5×221.44结施-09kzz1,2AA-B3.6×0.355×0.355×41.76kz1,2,4,,6,8,,,9,10,,12,133,14,115,173.6×0.4××0.4×11910.94kz163.6×0.4××0.50.72顶层kz6,9,,10,1223.7×0.355×0.355×62.72结施-20LZZ1(1.3+4.155)×0.33×0.255×20.82LZ1(1.3+2.355)×0.33×0.255×2+3..6×0.33×0.255×21.09LZ21.8×0.255×0.255×4×20.94-204换C25构造柱立米19.06建施-02外墙墙处(1.3+4.155)×0.224×0.224×92.83工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量内墙处(1.3+4.155)×0.224×0.227×20.71电梯井边4.15×0.331×0.228×20.72建施-03窗间间3.6×0.244×0.255×91.94B,H轴3.6×0.288×0.244×20.48电梯井边3.6×(0.228×0.228+0.331×0.228)0.59建施-04窗间间3.6×0.244×0.255×122.59内墙3.6×0.255×0.255×40.93.6×(0.331×0.228×3+00.28×00.28×22+0.288×0.255)×23.51建施-05窗间间3.6×0.244×0.255×40.86内墙3.6×(0.228×0.228×5+00.28×00.31×33+0.288×0.255)2.6女儿墙0.24×0.224×21××1.11.334-207换C25混凝土梁立米286.95结施-10kll10.25×0.555×26..13.59kl2(14.475×00.55+77×0.755+4.9775×0.665)×0..254.11kl34.85×0.225×0.5550.67kl4(6.825×0..75+199.175××0.55))×0.255-0.1225×0.44×0.5553.89kl5(6.875×0..75+4..85×0..55)×00.251.96kl6(6.725×0..75+4..85×0..55)×00.251.93工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量kl7(6.625×0..75+4..875×00.55)××0.251.91kl811.8×0.225×0.5551.62kl9(4.975×0..55+6..5×0.775)×0..251.9kl10(4.975×0..55+6..875×00.75)××0.251.97kl116.448×0..25×0..50.81kl12((4.975+199.325))×0.555+6.955×0.755)×0.225-0.665×0.1125×0..554.6kl13(4.975×0..5+(4..45+133.3)×00.65+((5.4755+2.155)×0.555)×0..254.55kl1429.85×0..25×0..554.1ll2(2.75×0.224+18..75×0..55)×00.252.74ll32.65×0.225×0.3350.23ll412.25×0..25×0..5×23.06ll512.25×0..25×0..5×23.06ll618×0.25××0.52.25ll7(12.75×0..55+133.4×0..65)×00.253.93ll812.25×0..25×0..51.53ll95.5×0.255×0.50.69结施-11kll126.1×0.225×0.5553.59kl2(14.475×00.55+77×0.755+4.9775×0.665)×0..254.11工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量kl34.85×0.225×0.5550.67kl15((8.725+4..75)×00.55+55.7×0..65+6..575×00.75)××0.25--0.4×00.125××0.553.98kl18(6.625×0..75+4..875×00.55)××0.251.91kl6(6.75×0.775+4.8875×0..55)×00.251.94kl7(6.875×0..75+4..875×00.55)××0.251.96kl811.8×0.225×0.5551.62kl9(4.975×0..55+6..5×0.775)×0..251.9kl10(4.975×0..5+6.8875×0..75)×00.251.91kl23(4.975×0..5+6.995×0.775+19..325×00.55)××0.25--0.65××0.55××0.12554.54kl24(4.975×0..5+(4..45+133.375))×0.755+7.655×0.555)×0.2255.02kl2529.85×0..25×0..554.1kl19,203.675×0..25×0..5×20.92kl16,17,,21,222(7.675+5..275+77.425++6.1999)×0.225×0.5553.65ll2(2.75×0.44+18.775×0.555)×0..252.85ll32.65×0.335×0.2250.23ll4,5,6,,8(12.25×4++18+122.25)××0.25××0.59.91ll107×0.25×00.50.88ll11(13.4×0.665+12..75×0..55)×00.253.93工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量结施-12kll126.1×0.225×0.5553.59kl2(5.025×0..65+7..1×0.775+14..725×00.55)××0.254.17kl34.85×0.225×0.5550.67kl15((8.775+4..85)×00.55+66×0.655+6.9225×0.775)×0..25-0..4×0.555×0.11254.12kl18(6.975×0..75+4..975×00.55)××0.251.99kl27(6.85×0.775+4.9975×0..55)×00.251.97kl28(6.975×0..75+4..975×00.55)××0.251.99kl811.8×0.225×0.5551.62kl9(5.025×0..55+6..65×0..75)×00.251.94kl29(5.025×0..5+7.0025×0..75)×00.251.95kl23(5.025×0..5+7×00.75+119.1755×0.555)×0.225-0.44×0.555×0.12254.55kl24(5.025×0..5+(4..5+13..375)××0.65++7.5×00.55)××0.254.56kl2529.6×0.665×0.2254.81kl17,19,,20,266,30(5.257+3..675×22+7.6775+7.4425)×00.25×00.53.46ll2(2.75×0.44+18.775×0.555)×0..252.85ll32.65×0.225×0.3350.23ll107×0.25×00.50.88ll4,5,6,,8(12.25×4++18+122.25)××0.25××0.59.91工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量ll11(12.75×0..55+133.4×0..65)×00.253.93结施-13wkkl3511.8×0.225×0.5551.62wkl36(5.025×0..5+7.0025×0..75)×00.251.95wkl38(5.025×0..5+7.0025×0..75)×00.251.95wkl39(5.025×0..5+7×00.75+119.1755×0.555)×0.225-0.44×0.555×0.12254.55wkl24(5.025×0..5+(4..5+13..525)××0.65++7.55××0.55))×0.2554.6wkl2529.6×0.225×0.5554.07kl3126.1×0.225×0.5553.59kl2(14.725×00.55+77.1×0..75+5..025×00.65)××0.254.17kl34.85×0.225×0.5550.67wkl32((8.775+4..85)×00.55+66×0.655+6.9225×0.775)×0..25-0..4×0.1125×0..554.12kl18(6.775×0..75+5..025×00.55)××0.251.96kl27(6.9×0.755+5.0225×0.555)×0..251.98kl28(6.975×0..75+4..975×00.55)××0.251.99wkl26,300,34,337,33(7.675+7..425+33.675××2+5.2257)×00.25×00.53.46ll13,15(12+14.755)×0.225×0.442.68ll14(2.75×0.44+19.775×0.555)×0..252.99ll32.65×0.225×0.3350.23工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量ll16,17,,6,8(12.25×2++18+122.25)××0.25××0.56.84ll11(12.75×0..55+133.65×00.65)××0.253.97结施-14wkkl40,441(11.875+22.575))×0.255×0.5551.99wkl42(7.1×0.755+5.0225×0.665)×0..252.15wkl435.1×0.255×0.5550.7wkl44(7.025×0..75+4..85×0..55)×00.251.98wkl45(6.775×0..75+5..025×00.55)××0.251.96wkl46(7.025×0..75+5..025×00.55)××0.252.01wkl47(6.975×0..75+4..975×00.55)××0.251.99wkl48,4996.8×0.555×0.2550.94wkl552.6×0.255×0.40.26wkl50((5.025+199.125))×0.555+7.1××0.65))×0.2554.47wkl24(5.025×0..5+(4..5+13..525)××0.65+++7.555×0.555)×0.2254.6wkl5129.6×0.225×0.5554.07ll182.75×0.225×0.5550.38ll196.5×0.255×0.5550.89ll202.65×0.225×0.440.27ll217×0.25×00.50.88工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量ll2212×0.25××0.5×223ll2332.15×0..25×0..43.22ll618.25×0..25×0..552.51ll11(13×0.55++13.9××0.65))×0.2554.05ll812.25×0..25×0..51.53ll24,25(9.9+13.99)×0.225×0.442.38标高22.25wkl5225.15×0.225×0.5550.71wkl536.875×0..25×0..550.95wkl547.85×0.225×0.555×22.16ll265.25×0.225×0.550.66ll272.35×0.225×0.3350.21ll285.75×0.225×0.5550.794-224C20卫生间墙槛槛立米3.77一层卫生间底墙槛槛(7.8+2.5++2.35++1.6+33.35+11.95)××0.24××0.150.7二至五层墙槛(6.45+5.0025+2..775+22.35×22+2.4))×0.244×0.155×43.074-208换C25电梯井圈梁梁立米2.66((2.35×3+22.15)××2+(2..35×3++2.2)××3)×0..24×0..242.664-213C25电梯井立米15.2工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量底板2.3×2.3××0.351.85井壁(2.175×2++2.35++2.15))×1.5++0.2255×0.155×2.15513.354-208换门窗过梁平米3.1门窗过梁1.07+2.0033.14-206换C25地基梁立米41.21300*600（-1.3）0.3×0.6××197.4435.53300*600（-1.5）0.3×0.6××11.9662.15250*500（-1.5）0.3×0.6××6.121.1300*500（-1.3）0.3×0.6××10.7221.93300*500（-0.655）0.3×0.6××2.760.54-199换C25承台混凝土土立米44.01ct11.6×1.6××0.8×5510.24ct1A1.6×1.6××0.82.05ct21.4×1.4××0.8×7710.98ct31.2×1.2××0.8×11011.52ct3A1.2×1.2××0.8×333.46ct41.2×1.2××0.8×555.764-210换C25混凝土板立米293.22工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量结施-15(AA-1/B))(1-5))(2.75×7+33×12.225)×0..126.72(1/B-1/D))(1-5))12×12.255×0.11116.17(1/D-F)(11-2)4×5.25×00.122.52(1/D-F)(22-5)3.75×7×00.112.89(F-H)(1-55)(5×5.25+55×2.355+2.655×4.4++2.35××4.65))×0.1116.66(1/C-F)(55-6)(3×5.75/22+6.755×5.755)×0.1115.22(D-H))(6--7)6.7×12.225×0.1119.03(D-H)(7-88)6.7×12.225×0.1129.85结施-16,177(A-11/B)(11-5)(3×5.25+77×5.755)×0.112×213.44(1/B-1/D))(1-5))12×12.255×0.111×232.34(1/D-F)(11-5)(4×5.25×00.12+33.75×77×0.111)×210.82(F-H)(1-55)(5×5.25+44.65×22.35+44.4×2..65+2..65×2..35)×00.11×2212.11(1/B-D)(55-1/6))(3.75×7.55+3.755×3.755+3.755×3.755/2)×00.11×2210.83(D-H))(5--6)(5.75×5+22.15×77+3.355×1.755)×0.111×210.93(D-H)(6-88)(6.7×12.225×0.111+6.77×12.225×0.112)×237.75节点1(4×2+6)×((0.2955+0.1445×2)××0.120.98结施-18(AA-D)(11-5)(12×4.5+114.75××6.25))×0.122+(12++14.755)×0.55×0.118.88(1/B-D)(55-1/6))(3.75×3.775×3+33.75×33.75/22)×0.1125.91工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量(D-H)(1-66)5.25×4×00.12+((5.25××8+7×66.75+22.35×44.65+22.65×66.75)××0.1115.51(D-H)(5-66)(5×5.75+11.75×55.5+2..15×5..25)×00.115.46(D-H)(6-88)(6.7×12.225)×(00.11+00.12)18.88结施-19(AA-B)(11-3)7×2.75×00.112.12(1/D-1/G))(1-2))5.25×4×00.12+55.25×66.5×0..116.27(1/D-1/G))(2-6))(6×7+2.355×4.655+1.9××4.4+22.35×55+1.755×5.5++2.15××5.25))×0.11110.33(1/D-1/G))(6-8))10.75×6..7×2×00.1115.85标高22.25((E-H)((4-6)(1.75×5.775+2.335×5+55.5×5..25+7..85×0..2)×0..115.754-218换楼梯工程量平米169.511#楼梯2.76×4.8875+2..76×5..125×3355.892#楼梯5.76×5.226×2+33.36×55.26×33113.624-220换C25混凝土雨篷篷平米10.8雨篷1（厚度1120）2.25×1.55×26.75雨篷2（厚度1660）2.25×0.99×24.054-223换檐沟立米5.14(12.76+3..14+9..65+133.4+311.4+233.05)××0.5×00.115.144-224换C25压顶立米6.42梯(3+7.5)×22×0.3××0.060.38工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量机房(8.6+7.5))×2×0..3×0.0060.58标高14.9700(12.6+7.77+33.116+24..15)×((0.24××0.2+00.06×00.06)4标高18.57002.76×2×((0.6×00.24+00.06×00.06)0.81标高22.2700(9.5+8.6))×2×0..06×0..30.654-197B现浇商品(非泵送送)砼基础垫层层浇捣m318.72承台CT11.8×1.8××0.1×661.94CT21.6×1.6××0.1×771.79CT31.4×1.4××0.1×1132.55CT41.4×1.4××0.1×550.98基础梁300**600（-1.3）197.4×0..5×0.119.87300*600（-1.5）11.96×0..5×0.110.6250*500（-1.5）6.12×0.55×0.10.31300*500（-1.3）10.72×0..5×0.110.54300*500（-0.655）2.76×0.55×0.10.144-125换C10地面素混凝土土垫层立米69.27卫生间19.28×0..071.35其他566.01×00.1267.92底层隔墙立米3.76工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量(5.26+3.66+2.211)×(0..45+1..25)/22×0.43.76屋面及防水工程补子目11：6水泥煤渣找坡立米25.6上人屋面164.34×((0.02++0.05888)+600.89×00.10319.22不上人屋面17.28×0..0825++56.511×0.088766.3810-1换20厚1：2水泥泥砂浆找平立米5.98上人屋面(164.34+660.89))×0.0224.5不上人屋面(17.28+566.61)××0.021.4810-12换50厚C30细石石混凝土随捣捣随抹立米11.26上人屋面225.23×00.0511.2610-1换20厚1：2水泥泥砂浆抹平立米1.48不上人屋面73.79×0..021.487-41屋面油毡一层平米299.02299.02299.027-50LTP防水涂料平米389.57屋面299.02299.02檐沟（15.0）(12.76+7..7)×(00.4+0..5+0.66)+8.006×(0..3×2+00.5)39.56标高18.62.76×2×((0.1+00.5+0..5)+7..26×2××0.513.33工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量标高2.38.36×(0..4+0.55+0.9))+(7.226×2+88.36)××0.526.49雨篷4.05+6.775+(0..9×2+22.25+11.5×2++2.25))×2×0..0211.17保温隔热工程J2-27BWM保温隔热砂砂浆立米11.96299.02×00.0411.96附属工程9-92砼墙脚护坡m265.62(13.24+299.24+333.64++13.244+11+66+5×0..6)×0..665.629-100混凝土台阶m212.122.25×1.55×2+5..657×00.9512.129-107地沟铸铁盖板厚40mm上m2125.78建施-0530.69+8..8739.56建施-06(33.16+244.32)××(0.4++0.5+00.6)86.22楼地面工程10-17大理石楼地面湿铺铺水泥砂浆m22587.02一层15.78+2558.5188+38.1188+133.53+66.278++6.2644+7.6991+(100.31+116.25))×5.766/2+1880.68603.42二层15.78+200.26×112.76++28.933+9.0663+10++11+(55.26+88.51)××6.24//2+1800.68556.93三-四层(15.78+244.738++154.3381+9..063+110+11++11.3662+16..826+220.66++64-8++180.668)×21020.98工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量五层67.118+771.8744+20.1198+1880.68++9.0633+10+111+11..362381.3顶层24.3924.3910-105花岗岩楼梯面(水水泥砂浆铺贴贴)m2300.48一层楼梯、门厅20.04+6..495×55.76+447.93105.38二层20.04+5..76×7..2561.8三-四层(20.04+3..36×7..26)×2288.87五层20.04+3..36×7..2644.43补子目2卫生间防滑耐磨缸缸砖平米139.416.278+4..77+7..426+((9.06++9.96++10.955)×4+11.06139.4110-85换踢脚线平米92.631：2水泥砂浆771.885××0.1292.6310-116楼梯踏步铜板防滑滑条m230.21#12+10×7822#1.3×(14++10×100)148.210-136楼梯栏杆米82.441#3.05×8×11.15+11.4629.522#(3.92+3.118×10))×1.155+1.76642.84H轴3.36×310.08工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量4-125换C20地面素混凝土土垫层立米卫生间其他墙柱面工程外墙面积平米1709.9一、二层(13×2+29++33.4++14.4++6.8233+12.225)×(44.2+3..6)950.61三、四层(13×2+29++33.4++12.1++7.7)××3.6×22779.04五层(7.5+3)×22×3.6++(13+333.4)××2×3.66409.68机房(8.6+7.5))×2×3..7119.14减门窗-548.57-548.57内墙面积平米1010.18一层(7.26+12..76+2..36+3..6+5.226×2+116.01++12.766)×4.22274.13二层(7.26+3+77.5+2..6+5.226×2+77.5×2++5.76))×3.6185.9三四层(7.26+3+113.74++2.6+55.26×33+7.266×2)×33.6×2409.68五层(13.74+2..6+5.226×3+77.26×22)×3.66167.9机房7.26×3.7726.86C6，7，8窗间间墙12.607×00.8×220.17减门窗-(46.32++28.144)-74.46工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量1/2墙面积平米58.53一层2.21×4.229.28二-五层4.66×3.66×467.1减门窗-17.85-17.85女儿墙面积平米170.65131.271××1.3170.6511-7换外墙1：1：3水水泥砂浆底面面平米1709.91709.9×1170.655291794.44414-167外墙涂料平米1709.91709.91709.911-7换内墙1：1：4混混合砂浆底面面平米3229.91外墙内面1709.91709.9内墙双面(1010.18++58.533)×22137.42减磁砖裙墙-588.94-588.94减电梯井-171.37-171.37柱并入内墙粉142.90142.911-27耐碱玻璃网布聚合合物平米453.33柱(15×31+3..6×27++3.7×116)×0..3186.42工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量梁一至四层((26.1+29..85+111.5+111.8)×77+29.225×4)××0.3201.53五层(14.45+6..8+2.775+30..6+11..95+299.6)×22×0.357.69顶层(7.85+5.115+6.8875+5..75)×00.37.6914-178雨篷粉刷平米10.86.75+4.00510.811-56沿沟粉刷米101.83×2+33.44×2+166+13101.814-178C6，7，8窗台台平米40.3412.607×((0.84++0.64××2+0.554×2)40.3411-11换腰线抹灰平米316.49山墙33.8-10..75×0..936×22/223.74女儿墙内面170.65170.65压顶((3+7.5+8..6+7.55)×2+1121.2332)×0..7122.111-30混凝土方柱抹灰平米155.4155.40155.411-30混凝土圆柱平米56.5556.5556.5511-30混凝土梁抹灰平米314.26工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量一层6.613+2..89+2..96+7..59+277.63847.69二、三层(5.369+0..644+22.188++1.25++2.9066+1.255+2.8669+4.3356+5..99+7..56+344.139))×2137.04四层68.52+133.37581.9五层1.775+0..656+11.756++1.2755+3.011+0.655+4.6337+33..87547.6311-95卫生间白磁砖到顶顶平米589.71一层((2.36+2.666)×2++(2.166+2.455×2)+((3.36++2.21))×2)×((4.2-00.11)115.5减门窗-(0.8×2..1×4+11.2×2..1+1.22×0.6++1.5×00.6)-10.86二至五层(3.26+2.778×2+33.76+22.36+44.66)××2×(3..6-0.111)×4547.23减门窗-(0.8×2..1×4+11.8×2..1+1.22×2.1××2)×4-62.16天棚工程12-7天棚抹灰平米4936.25天棚2587.022587.02门厅顶47.3947.39梁侧并入天棚抹灰灰1981.471981.47楼梯底169.51×11.89320.37门窗工程13-77铝合金推拉窗安装装平米247.23工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量脚手架工程16-7综合脚手架平米3336.863336.85883336.8616-37满堂脚手架平米789.3一层12.76×(228.76++20.166+0.5××3.25××5.65))741.37门厅8.08×8.008-(4××4+5.776×3.225)×0..547.93油漆工程14-165白色乳胶漆二度平米1067.68内墙面1010.181010.18沿沟、雨篷底10.8+(122.76+33.14+99.65+113.4+331.4+223.05))×0.557.5垂直运输工程17-3建筑物垂直运输平米3336.863336.8617-22建筑物垂直运输每每增1米平米741.3712.76×(228.76++20.166+0.5××3.25××5.65))741.37模板工程4-1基础垫层模板工程程量平米121.43(18.72+699.27)××1.38121.43工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量4-7桩承台模板平米87.581.99×44..0187.584-28基础梁模板平米263.7441.21×6..4263.744-22构造柱模板平米127.1319.06×6..67127.134-26柱支模超高每增加加1m平米28.414.26×6.66728.414-22矩形柱模板（周长长1.8m内）平米199.0920.07×9..92199.094-22矩形柱模板（周长长1.8m上）平米551.8281.27×6..79551.824-26柱支模超高每增11m平米280.1620.22×9..92200.5811.72×6..7979.584-24圆形柱模板平米92.138.06×11..4392.134-31框架矩形梁（0..6m内）模模板平米2236.69工程量计算表项目编码工程名称/计算部部位单位总量计算表达式数量210.81×110.612236.694-38梁支模超高每增加加1m平米423.0239.87×100.61423.024-31框架矩形梁（0..6m上）模模板平米616.7376.14×8..1616.734-38梁支模超高每增加加1m平米123.3615.23×8..1123.364-36过梁模板平米30.013.1×9.68830.014-40板模板10cmm上平米2357.49293.22×88.042357.494-47板支模超高每增加加1m平米474.8459.06×8..04474.844-60雨篷模板平米10.810.810.84-63檐沟模板平米95.095.14×18..595.094-36圈梁模板平米19.362.66×7.22819.364-58楼梯模板平米169.51169.51169.519.钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1G-3,4d==800ф149.736034924222.952ф144.8108518.4626.913d=1000ф149.91541524.61843.734ф145.6642237.72287.485d=1200ф1410.2515615991933.706ф146.4536232.2280.807电梯井底板ф123.436122.4108.758ф122.836100.889.569ф101.237288.5654.6410竖向ф102.04152310.08191.3211水平ф101.888158.497.7312垫层ф101.7711.97.3413支撑ф100.68450.431.1014支撑Ф60.31352109.1224.2415牛腿Ф80.661811.884.6916ф102.612.61.6017ф182.7616.232.3918ф122.625.24.6219ф101.082324.8415.3320ф122.11531.527.9921Ф62.6820.84.6222Ф60.51681.7823Ф85.415.42.1324ф120.36124.323.8425JCL1,2ф2014.7212176.64435.9526ф1814.64687.84175.6027ф1214.2685.275.7028JCL3，4，5ф1837.2612447.12893.8329ф2037.586225.48556.4830ф1236.16216.6192.4431JCL12ф1813.6227.254.3732ф1613.6340.864.4433JCL15ф165.6633.653.0734ф16764266.3435JCL14ф163.4620.432.2236ф123.226.45.6937JCL17ф186.9213.827.5938ф206.9320.751.09本页小计:37.4612546.599钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1ф126.7213.411.912JCL16ф206.4319.247.393ф186.4212.825.594ф126.2424.822.035JCL18ф183.326.613.196ф203.339.924.437ф123.126.25.51812加固筋ф127.9215.814.04915加固筋ф125.4210.89.6010ф126.8213.612.0811JCL16ф163.9519.530.8012JCL6,7,113ф2032.3612388.32958.3713ф1832.126192.72385.2614ф1231.26187.2166.3215JTC9,10,,11ф2014.7212176.64435.9516ф1814.64687.84175.6017ф1214.2685.275.7018ф202.612.66.4219ф205.515.513.5720ф206.116.115.0521JCL12箍筋Ф81.811202016796.082212Ф61.52131.57.002315Ф81.663100.839.802416Ф81.72847.618.802518Ф81.31418.27.192616Ф81.31519.57.7027Ф80.36560201.679.6128Ф60.31123.720.8329G-530电梯井-2.2至至4.15柱ф168.0920161.8255.5731ф208.51434.0484.0132ф228.73652.38156.4233ф259.05872.4279.1934-1.7至4.115柱筋ф167.5932242.88383.6335ф187.8152406.12811.8736ф208.614813.411.9137ф228.234819.247.3938ф258.558612.825.59本页小计:957.014504.39钢筋计算表号次构件部位规格断料长度根数总长度总重量(kg)Φ(一级)ф(二级)1KZ1,2,3柱柱箍Ф61.6390624138.602KZ5,9柱箍Ф81.84363667.92263.753KZ6柱箍Ф81.696153.660.654KZ7柱箍Ф81.684372.2428.535KZ10,13,,15,177,16柱箍Ф81.6312499.2197.126KZ11柱箍Ф61.2684105.8423.5