某某派出所工程预算毕业论文

'摘要工程造价是项目决策的依据；是制定投资计划和控制投资的依据；是筹集建设资金的依据；是评价投资效果的重要指标；是利益合理分配和调节产业结构的手段。一个工程干得好不如管得好，管得好不如算得好，可见造价的重要性。如何快速又准确地做出工程预算是实施设计概算和施工图预算人员的编制人员亟待学习与解决的问题。本文通过对温岭市新河派出所建筑工程的工程量的计算以及建筑贡献预算书的编制。来了解和熟悉概预算编制的各个重要环节，并逐步达到账务建筑工程施工图预算的编制方法和技巧，为建立科学合理的工程造价思维观念和方法，及具备初步的工程造价理论奠定了一定基础。关键词：工程量；工程概预算；方法与技巧 AbstractProjectcostisthebasisforprojectdecisions,investmentplanningandcontrolistoformulatethebasisforinvestment,istoraisefundsforconstructionofthebasisforevaluatingresultsofinvestmenttargets.Areasonabledistributionofbenefitsandthemeansofadjustingtheindustrialstructure.Asevaluatingtheprojectisbetterthanothers,itshowstheimportanceofcost.Howtomakeaquickandaccurateprojectbudgetestimatesfortheimplementingdesign,constructionbudgetforstaffingpersonneltolearnandtosolveurgentproblems.BasedontheXinhestation,WenlingCity,theengineeringconstructionandarchitecturalcontributiontothecalculationoftheamountofthepreparationofthebudgetdocument.Tounderstandandbecomefamiliarwithalmostalltheimportantaspectsofbudgeting,accountingandgraduallybuildingconstructionplanstothebudgetpreparationmethodsandtechniquesforestablishingascientificandrationalthinking,conceptsandmethodsofconstructioncost,andpreliminaryprojectcosttheoryhaslaidacertainBasis.KeyWords：Engineeringcapacity;Projectbudget;MethodsandTechniques 目录摘要IAbstractII1.工程概况11.1工程基本情况11.2结构设计说明概况11.2.1结构材料选用11.2.2结构构造及施工要求21.3建筑设计说明概况41.3.1楼地面工程41.3.2屋面做法41.3.3楼面工程51.3.4涂料粉刷工程51.3.5门窗工程61.3.6室外工程61.3.7其他工程62.预算编制说明72.1编制依据72.2编制原则72.3其他编制说明73.工程量计算规则说明93.1土石方工程93.2桩基础和基础加固工程103.3砌筑工程103.4混凝土及钢筋混凝土工程113.5屋面及防水工程133.6附属工程143.7楼地面工程143.8墙柱面工程153.9天棚工程16 3.10门窗工程163.11油漆、涂料、裱糊工程163.12脚手架工程173.13垂直运输工程174.工程预算书194.1建筑工程费用计算程序表194.2建筑工程预算书204.3主要材料价格数量表254.4总结说明265.工程量清单计算表275.1土石方工程计算表275.2桩基础及地基加固工程量计算表285.3砌筑工程量计算表295.4砼基础工程量计算表415.5电梯井壁混凝土工程量计算表425.6混凝土柱工程量计算表435.7门过梁计算表475.8框架梁、连续梁、异形梁工程量计算表505.9混凝土板工程量计算表645.10混凝土楼梯工程量计算表745.11阳台雨棚工程量计算表745.12小型构件工程量计算表755.13通风道工程量计算表765.14钢筋工程量计算表765.15附属及其他工程量计算表775.16楼梯工程量计算表785.17踢脚线工程量计算表795.18楼地面工程量计算表815.19楼屋面工程量计算表855.20外墙抹灰工程量计算表88 5.21内墙抹灰工程量计算表905.22柱抹灰工程量计算表965.23梁抹灰工程量计算表975.24线道抹灰工程量计算表1015.25天棚工程量计算表1025.26油漆、涂料、裱糊工程量计算表1045.27门窗工程量计算表1065.28脚手架工程量计算表1095.29垂直运输工程量计算表1105.30机械台班工程量1105.31钢筋汇总表111参考文献119附录120致谢121 1.工程概况1.1工程基本情况本工程名为温岭市新河平派出所，位于温岭市新河镇市民大道和振兴路地交界处。由浙江省温岭市规划设计院设计。工程建筑面积为3531.51m2，其中建筑基底面积586m2，框架结构，采用静压法∮500预应力混凝土管桩基础。建筑高度21.20m，用于派出所办公。本工程建筑结构安全等级为二级，地基基础设计等级为丙级，砌体施工等级为B级，结构的设计使用年限为50年。本工程室内士0.000相当于高出室外地面0.300米，具有由规划部门定。本工程耐火等级为二级；板耐火极限为2.0h，梁耐火极限为3.0h；其余构件的耐火极限不应低于《建筑设计防火规范》（GB50016-2006）表5.1.1的规定。图中尺寸除标高以米为单位外，其余尺寸均以毫米为单位。1.2结构设计说明概况1.2.1结构材料选用1、混凝土：除特殊说明外，本工程混凝土采用：基础C25、基础垫层C10，其它为C25。（1）有防水要求的混凝土（抗渗混凝土）内参外加剂，外加剂供应方应提供详细的实验数据，实验数据必须符合国家对外加剂的要求，供应方还应提供施工方案和施工要求，保证外加剂的正确使用。（2）结构混凝土环境类别及耐久行的基本要求；基础、屋面、厕所、檐沟等为二类环境，其它为一类环境。（3）浇筑楼板的砼的用水量不得大于185kg/m3。2、钢材（采用建筑用钢）及焊条（1）钢筋：采用HPB235、HRB335级。（2）预埋件及其它型钢采用Q235-AF钢。（3）HPB235级钢筋、Q235型钢筋、HPB235级钢筋与HRB335级钢筋的焊接采用E4303焊条，HRB335级钢筋采用E5003。 3、砌体（1）±0.000以下所有墙体均采用240厚MU15实心混凝土砖M10水泥砂浆实砌，双面粉1:2.5水泥砂浆20厚。（2）±0.000以上所有内墙均采用B05级蒸汽压沙加气混凝土砌块（强度为A3.5级），外墙均采用B07级蒸压砂加气混凝土砌块(强度为A5.0级)采用M5混合砂浆。1.2.2结构构造及施工要求1、本工程梁、柱和板采用平面整体表示方法制图，并根据本工程的抗震等级及有关要求选用相应的构造详图，屋面梁KL-XX按图集中WK1.XX构造要求施工。2、受力钢筋混凝土保护层厚度在结构详图中午具体说明时，按《混凝土结构设计规范》（GB50010-2002）第9.2.1条执行。具体如下：上不结构：①二类环境：板：20，梁：30，柱：30；②一类环境：板：15，梁：25，柱：30；基础和地梁的底部为50，其它为40。3、普通钢筋的纵向受力钢筋最小锚固长度和搭接长度除图纸注明外均按表1-1和表1-2取用。表1-1受拉钢筋的最小锚固长度la混凝土强度等级C20混凝土强度等级C25HPB235级钢筋31dHPB235级钢筋27dHRB335级钢筋39dHRB335级钢筋34d表1-2纵向受拉钢筋搭接长度纵向钢筋搭接接头面积百分率≤25≤50100纵向受拉钢筋的搭接长度1.2la1.4la1.6la4、钢筋接头形式及要求：（1）钢筋的连接可采用绑扎搭接、机械链接或焊接，当受拉钢筋直径>28mm及受压钢筋的直径d>32mm，不宜再用绑扎搭接接头。（2）受力钢筋的接头宜设置在受力较小处，一般情况下柱主筋接头最低点距楼面不宜小于柱截面长边尺寸，且不小于500 mm，梁、板上部钢筋在跨中接头，下部钢筋在制作附近接头，在同一根钢筋上宜少设接头。（3）焊缝高度凡图中未注明者均为6mm，钢筋搭接焊缝长度出图中注明外，单面焊缝不少于10d，双面焊缝≥5d（d为钢筋直径）。（4）纵向受力钢筋的接头应相互错开，当采用绑扎搭接接头是，在任一1.3倍搭接长度的区段内。5、现浇钢筋混凝土板出具体施工图中有特别规定者外，现浇钢筋混土的施工应符合以下要求：（1）板的底部钢筋伸入制作长度≥5d，且应伸入到支座中心线。（2）板的边支座和中间支座板顶标高不同时，负筋在梁或墙内的锚固应满足受拉钢筋最小锚固长度la。（3）双向板的地步钢筋，短跨钢筋置于下排，长跨钢筋置于上排。（4）当板底与梁底平时，板的下部钢筋伸入梁内须弯折后置于梁的下部纵向钢筋之上。6、钢筋混凝土梁（1）所有梁的第一个箍筋距支座边50处设置。（2）梁内箍筋采用封闭形式，并做成135度弯钩，抗扭箍筋弯钩末端平直段长度不应小于箍筋直径10倍。（3）主次梁断面等高是，以及井字梁的配筋应保证主梁（井字梁为跨度小于方向梁）的主筋位置上：上部钢筋在上，下部钢筋在下，四边支撑板钢筋搁置：上部钢筋短裤方向在上，下部钢筋短跨方向在下。（4）凡梁顶标高不及现浇板面标高的梁均在其上加浇素砼。7、砖砌体（1）填充墙的材料、平面位置不得随意更改，不得随意增加填充墙。（2）填充墙与柱、梁交界处墙体粉刷是做钢丝网防裂带，钢丝网片宽500，沿界缝两侧各延伸250：房屋两端山墙和顶层的抹灰层中加设热镀锌钢丝片：墙面抹面砂浆强度等级为M5（顶层为M7.5）。 1.3建筑设计说明概况1.3.1楼地面工程（1）厕所间做法：防滑彩色釉面砖防水楼地面，参见01J304.P43。二层至三层（除走廊外）采用强化复合木地板面层，参见SJ304.P71；其它：防滑彩色釉面砖楼地面，参见01J304.P42。（2）地面的混凝土垫层及面层分格缝（垫层采用15宽假缝，缝内填1:3水泥砂浆）：每两间设缝，横向按柱跨设缝。（3）有无障碍要求的楼地面高差不大于15mm。并以斜面过渡。1.3.2屋面做法（1）檐沟做法a．现浇板。b．C25细混凝土找破找平（最薄处为20）。c．SBS改性沥青防水涂料（附加层）。d．4厚聚酯胎SBS改性沥青防水卷材。e．40厚挤塑聚苯板。f．干铺无纺聚酯纤维布一层。g．40厚C25微膨胀细石砼。（2）平屋面做法：a．.现浇板结构找破3%。b．20厚1:3水泥砂浆找平。c．SBS改性沥青防水涂料（附加层）。d．4厚聚酯胎SBS改性沥青防水卷材。e．40厚挤塑聚苯板。f．干铺无纺聚酯纤维布一层。（3）卷水防水屋面基层与突出屋面结构的交接处、以及基层的转角处均做成R=50的圆弧：内部排水的落水口周围做成略低的凹坑：屋面刚性防水层与高出屋面的结构交接处留30宽缝隙，并用油膏密封。 （4）屋面水箱、空调室外机组等设备基础均设置在细石砼上，防水卷材下加做（3厚）SBS改性沥青防水涂料（附加层）：反梁过孔采用预埋DN75PVC管，管底标高檐沟面层，预埋管道两端周围与混凝土接触处留凹槽，并用油膏密封。（5）屋面泛水收头做法详参03J201-2.PG10.D。1.3.3楼面工程防滑花岗石面层，参见01J304.P52.（55），楼梯栏杆参见06J403-1.P19.43型，踏步防滑条做法参见06J403-1.P150.楼梯扶手无特殊说明的高度（自踏步前缘量起）为0.90m，楼梯水平段栏杆长度大于0.50m时，其扶手高度为1.05m，栏杆里楼面0.10m高度内不宜留空，楼梯栏杆必须严格按《工程建设标准强制性条文》（房屋建筑部分）及标准图集（061403-1）要求施工。1.3.4涂料粉刷工程1、外墙装饰：（1）a.外墙面；b.界面剂；c.C25厚聚合物保温砂浆（钢筋砼梁柱两侧及沿外侧各120范围内采用25厚挤塑聚苯板10厚抗裂聚合物水泥砂浆），纵横向每隔3m设10宽分隔缝；d.面层。（2）涂料外墙参见2006浙J54《外墙外保温构造详图（一）》P15。（3）面砖外墙参见2006浙J54《外墙外保温构造详图（一）》P15。（4）外墙两种不同保温材料交接处做法参照2006浙J54第22页4号节点。2、内墙饰面：（1）卫生间：釉面砖（陶瓷砖）防水墙面，参见03J930-1.P76.（21）。（2）乳胶漆内墙：参见03J930-1，P70。（3）所有内墙阳角及门窗大头角做1:2水泥砂浆护脚2100高，两边各10。（4）凡内墙阴角及墙面与平顶粉刷交接处（除图纸注明或加做木制阴角线外）均用粉刷做出小圆角。3、天棚饰面：（1）卫生间：铝条板吊顶，参见03J930-1.P89(21)。（2）其它：乳胶漆顶棚，参见03J930-1.P85(21)。1.3.5门窗工程（1） 门窗除说明外，均居墙中安装，门为100系列，窗为88系列，银白色框，白色玻璃，木门居墙内皮安装，门立樘须预埋水泥块，外窗的可开启面积不应小于窗面积的30%。（2）底层外窗均安装铝合金防盗网。（3）玻璃：面积大于1.5㎡的窗玻璃或玻璃底边离最终装修面小于500mm的落地窗必须采用安全玻璃;双面弹簧门应在可视高度部分装透明安全玻璃;有框玻璃门单块玻璃面积0.5m时，必须采用安全玻璃;无框玻璃必须采用钢化玻璃(厚度不小于10mm)；玻璃厚度按《建筑玻璃应用技术规程》(JGJ1113-2003)取用。（4）供残疾人使用的门（有无障碍厕位的厕所门）在门扇中部设观察玻璃，门扇下方做350高护门板，采用横把下压式门把手。1.3.6室外工程（1）散水做法：建筑物四周无台阶处均做600宽散水，做法参见02J003.P5。（2）台阶做法：花岗石台阶：参见02J003.P8.(5A)，色泽另定。1.3.7其他工程（1）本工程屋面采用水泥彩瓦屋面，屋面泛水做法参99浙J15第13页节点1.3。檐口及天沟做法详99浙J15第11页节点3.4.5。屋脊做法参99浙J15第12页节点1。（2）建筑节能设计另详设计专篇。（3）本说明未详部门见建施图，本工程图纸未尽之处均按国家现行施工及验收规范规定处理。 2.预算编制说明2.1编制依据（1）浙江省温岭市规划设计院2008年施工图；（2）《浙江省建筑工程预算定额（2010版）》；（3）《浙江省建设工程施工取费定额（2010）版）》；（4）《浙江省施工机械台班费用定额（2010版）》；（5）《台州市建设工程造价信息》(2011年第4期)；（6）《浙江造价信息》；（7）有关政策法规；（8）省市有关文件；2.2编制原则（1）本预算为10工料单价。（2）计价编制：《浙江省建筑工程预算定额（2010版）》和《浙江省建设工程施工取费定额（2010版）》及有关文件规定进行编制。（3）材料价格：按照《台州建设工程造价信息》综合版。（4）取费标准：按民用建筑工程三类，施工组织措施费率按建筑工程施工组织措施费费率中值计取（其中安全文明施工费按市区一般工程中值计取，夜间施工增加费、缩短工期增加费、二次搬运费、已完工程及设备保护费不计取），税金按台州市区计。2.3其他编制说明（1）本工程采用钻孔灌注桩基础，桩径600mm，桩长45m，自然地坪暂按设计室外地坪标高计算，高、低应变暂未计入。（2）土方工程暂按人工挖二类土计，挖土深度暂从设计室外地坪标高起挖，暂未考虑湿土、土方外运及处置。 （3）柴油打桩机暂按2台计算；打桩机械进出场费、场外按拆费暂按2台考虑；垂直运输采用塔吊1台。（4）本工程主体采用现场搅拌混凝土。（5）墙体采用蒸压加气混凝土砌块。（6）卫生间及外墙四周翻边做法除有结构节点详图外，其余按建筑说明为准。 3.工程量计算规则说明3.1土石方工程（1）机械挖土方全深超过下表深度，如施工设计未明确放坡标准时，可按表列系数计算放坡工程量。施工设计未明确基础施工所需工作面时，可参照人工土方标准计算。如表3.1所示：表3.1土壤类别与放坡系数对照表土壤类别深度超过（M）放坡系数K坑内挖掘坑上挖掘一、二类土1.20.330.75三类土1.50.250.5四类土2.00.100.33注：凡有围护或地下连续墙的部分，不再计算放坡系数。（2）地槽、坑挖土深度自槽坑底至设计室外地坪。（3）地槽长度：外墙按外墙中心线长度计算，内墙按基础底净长计算，不扣除工作面、垫层及放坡重叠部份的长度，附墙垛凸出部分按砌筑工程规定的砖垛折加长度合并计算，不扣除搭接重叠部分的长度，垛的加深部分亦不增加。（4）基础施工所需工作面，如施工组织设计未规定时按以下方法计算：基础或垫层为混凝土时，按混凝土宽度每边各增加工作面30厘米计算；（5）有放坡和工作面的地槽、坑挖土体积按下式计算：1）地槽：V＝（B＋KH＋2C）HL（3.1.1）2）地坑：（方形）V＝（B＋KH＋2C）（L＋KH＋2C）H＋K²H³/3（3.1.2）（圆形）V＝πH/3［（R＋C）2＋（R＋C）（R＋C＋KH）＋（R＋C＋KH）2］（3.1.3）式中：V――挖土体积（立方米）　K――放坡系数　B――槽坑底宽度（米）　C――工作面宽度（米） 　R――坑底半径（米）　H――槽、坑深度（米）　L――槽、坑底长度（米）（6）挖桩承台土方时，应扣除钻（冲）孔桩、人工挖孔桩等大口径桩（其余桩种不扣）及未回填桩孔所占体积后，乘相应的系数：人工挖土方综合定额乘系数1.08；人工挖土方单项定额乘系数1.25；机械挖土方定额乘系数1.1。3.2桩基础和基础加固工程本文采用钻孔灌注桩，其相应工程量计算规则如下：（1）钻孔桩、旋挖桩成孔工程量按成孔长度乘以设计桩径截面积按“m3”计算。成孔长度为打桩钱的自然地坪标高至设计桩底的长度。岩石层增加费工程量按实际入岩数量以“m3”计算。（2）冲孔桩机冲击（抓）锤冲孔工程量分别按进入各类涂层、岩石层的成孔长度乘以设计桩径截面积以“m3”计算。（3）灌注水下混凝土工程量按桩长乘以设计桩径截面积计算，桩长=设计桩长+设计加灌长度，设计未规定加灌长度时，加灌长度（不论有无地下室）按不同设计桩长确定：25m以内按0.5m、35m以内的按0.8m、35m以上按1.2m计算。（4）泥浆池建造和拆除、泥浆语出工程量按成孔工程量以“m3”计算。（5）桩孔回填工程量按加灌长度顶面至打桩前自然地坪标高的长度乘以桩孔截面积计算。（6）注浆管、声测管工程量按打桩前的自然地坪标高至设计桩底标高的长度另加0.2m计算。（7）桩底（侧）后注浆工程量按设计注入水泥用量计算。（8）钻孔灌注桩定额已包含了2.0m的钢护套筒埋设，如实际施工钢护套埋设超过2.0是，定额中的金属周转材料按比例换算。3.3砌筑工程 （1）条形砖基础、块石基础工程量按断面积乘长度计算。长度：外墙按外墙中心线长度计算；内墙砖基础按内墙净长计算；其余基础按基础底净长计算。按基底净长计算后应增加的搭接体积按图示尺寸计算。（2）地面垫层工程量按地面面积乘以厚度计算，地面面积按楼地面工程的工程量计算规则计算。（3）砖墙厚度、不论设计有无注明、均按表3.2计算。表3.2砖规格对照表单位：厘米项目砖规格（长×宽×厚）墙厚（砖数）1/41/23/411.521.25标准砖24×11.5×5.35.311.517.82436.549土青砖22×10.5×4.24.210.515.72233.545空心砖（非承重）24×24×11.511.524砼小型砌块39×19×1919多孔砖24×11.5×911.524大仑砖25×7.5×557.5253431（4）墙身高度：1）外墙：斜（坡）屋面无檐口天棚者算至屋面板底；有屋架且室内外均有天棚者算至物价下弦底另加200mm；无天鹏者算至屋架下弦底另加300mm，出檐宽度超过600mm时按实砌高度计算；平屋顶算至钢筋混凝土板底。2）内墙：位于屋架下弦者，算至屋架下弦底；无屋架者算至天棚底另加100mm；有钢筋混凝土楼板隔层者算至楼板顶；由框架梁时算至梁底。3）女儿墙：从屋面板上表面算至女儿墙顶面（如有混凝土压顶时算至压顶下表面）。（5）墙身长度：外墙按外墙中心线长度计算，内墙按内墙净长计算，附墙垛按折加长度合并计算；框架墙不分内、外墙均按净长计算。（6）计算砌体工程量时，应扣除门窗洞口、过人洞、空圈、嵌入墙内的钢筋混凝土柱、梁、圈梁、挑梁、过梁、止水翻边及凹进墙内的壁龛、管槽、暖气槽、消火栓箱和每个面积在0.3m2以上的孔洞所占的体积；但嵌入砌体内的钢筋、铁件、钢管、基础砂浆防潮层及承台桩头、屋架、梁伸入砌体的头子、钢筋混凝土过梁板（厚7cm内）、混凝土垫块、木愣头、沿缘木、木转和单个面积≤0.3m2的孔洞所占体积不扣；凸出墙面的砖垛并入墙体体积内计算。3.4混凝土及钢筋混凝土工程（1）除定额另有规定外， 混凝土浇捣工程量均按图示尺寸以实体积计算，不扣除混凝土内钢筋、预埋铁件等所占体积；现浇混凝土构件模板工程量按混凝土与模板接触面的面积一“m2”计量，应扣除平行交接及0.3m2以上构件垂直交接处的面积。模板工程量也可参考构件混凝土含模量计算，但除本定额规则特别指定以外，一个工程的模板工程量只应采用一种计算规则。（2）基础与垫层：1）基础垫层及各类基础按图示尺寸计算，不扣除嵌入承台基础的桩头所占体积。地面垫层发生模板时按基础垫层模板定额计算，工程量按实际发生部位的模板与混凝土接触面展开计算。2）带型基础长度：外墙按中心线、内墙按基底净长线计算，独立柱基间带型基础按基底净长计算，附墙垛折加长度并和计算；垫层不扣除重叠部分的体积，基础搭接体积按图示尺寸计算。（3）现浇混凝土框架结构分别按柱、梁、板、墙的有关规定计算。（4）柱：柱高按基础顶面或楼板上表面算至柱顶面或上一层楼板上表面，无梁板柱高按基础顶面（或楼板上表面）算到柱帽下表面。依附于柱上的牛腿并入柱内计算。构造柱与砖墙咬接的马牙槎按柱高每侧3厘米合并计算，模板套用矩形柱定额。预制框架结构的柱、梁现浇接头按实捣体积计算，套用框架柱接头定额。（5）梁：梁与柱、次梁与主梁、梁与混凝土墙交接时，按净空长度计算；伸入砌筑墙体内的梁头及现浇的梁垫并入梁内计算。（6）板：按梁、墙间净距尺寸计算；板垫及板翻沿（净高250mm以内的）并入板内计算。柱的断面积超过1m²时，板应扣除与柱重叠部分的工程量。（7）墙：墙高按基础顶面（或楼板上表面）算至上一层；平行嵌入墙上的梁不论突出与否，均并入墙内计算。与墙连接的柱、暗柱并入墙内计算。（8）楼梯： 按水平投影面积计算：工程量包括休息平台、平台梁、楼梯段、楼梯与楼梯板连接的梁，无梁连接时，算至最上一级踏步沿加30厘米处。不扣除宽度小于50厘米的楼梯井，伸入墙内部分的体积不行计算。楼梯基础、梯柱、栏板、扶手、另行计算。凸出的萧条模板增加费以凸出棱线的道数不同分别按延长米计算，两条及多条线条相互之间净距小于100mm的，每两条线条按一条计算。9）雨篷、阳台：按挑出墙（梁）外的水平投影面积计算，外挑牛腿（挑梁）台口梁均已包括在定额内，不另行计算。阳台、雨篷梁按过梁相应规则计算，伸入墙内的拖梁按圈梁计算。10）栏板、翻沿：栏板、单独扶手均按外围长度乘以断面计算体积；翻沿净高度小于25cm时，并入所依附的项目内计算。11）檐沟、挑檐：檐沟、挑檐工程量包括底板、侧板及与板整浇的挑梁。3.5屋面及防水工程（1）屋面：1）刚性屋面按设计图示面积计算，细石混凝土防水层的滴水线、伸缩缝翻边加厚加高不另计；屋面检查洞盖另列项目计算。2）瓦屋面按设计图示异斜面积计算，跳出基层的尺寸，按设计规定计算，如设计无规定时，彩色水泥瓦、粘土平瓦按水平尺寸加70mm、小青瓦按水平尺寸加50mm计算。多彩油毡瓦工程量计算规则同屋面防水定额。3）覆土屋面按实铺面积乘以设计厚度计算。4）屋面金属板排水、泛水按延长米乘展开宽度计算，其他泛水按延长米计算。（2）防水防潮：1）卷材和涂膜防水俺露食谱面积计算。天沟、挑檐按展开面积计算并入屋面防水工程量。伸缩缝、女儿墙和天窗处的弯起部分，按图示尺寸计算，如设计无规定时，伸缩缝、女儿墙的弯起部分250mm、天窗的弯起部分按500mm计算，并入屋面防水工程量。卷材防水附加层，按图示尺寸展开计算，并入相应防水工程量。2）涂膜屋面的油膏嵌缝，塑料油膏玻璃布盖缝按延长米计算。 3）平面防水、防潮层，按主墙间净面积计算，应扣除凸出地面的构筑物、设备基础等所占的面积，不扣除柱、垛、间壁墙、附墙烟囱及每个面积在0.3m²以上的孔洞面积。4）立面防水、防潮层，按实铺面积计算，应扣除每个面积在0.3m²以上的孔洞面积，孔侧展开面积并入计算。5）平面与立面连接处高度在500mm以内的立面面积应并入平面防水项目计算。立面高度在500mm以上，其立面部分均按立面防水项目计算。6）防水砂浆防潮层按图示面积计算。（3）变形缝以延长米计算，断面或展开尺寸与定额不同时，材料用量按比例换3.6附属工程（1）墙角护坡边明沟长度按外墙中心线长度计算，墙角护坡按外墙中心线乘以宽度计算，不扣除每个长度在5m以内的踏步或斜坡。（2）台阶及防滑坡道按水平投影面积计算，如台阶与平台相连时，平台面积在10平方米以内时按台阶计算，平台面积在10平方米以上时，平台按楼地面工程套用相应定额，工程量以最上一级30厘米处为分界。3.7楼地面工程（1）整体面层楼地面按设计图示尺寸以面积计算，应扣除凸出地面的构筑物、设备基础、室内管道、地沟等所占的面积；不扣除间壁墙以及0.3m2以内柱、垛、附墙烟囱及孔洞所占的面积。但门洞、空圈的开口部分也不增加。所谓间壁墙，指在地面面层做好后再进行施工的墙体。（2）块料、橡塑及其他材料等面层楼地面按设计图示尺寸以“m2”计算，门洞、空圈的开口部分工程量并入相应面层内计算，不扣除点缀所占面积，点缀按个计算。（3）镶贴块料拼花图案的工程量，按设计图示尺寸以“m2”计算。（4）水泥砂浆、水磨石的踢脚线按延长米乘高度计算，不扣除门洞、空圈的长度，门洞、空圈和垛的侧壁也不增加。（5）块料面层、金属板、塑料板踢脚线按设计图示尺寸以“m2”计算。（6）木基层踢脚线的基层按设计图示尺寸计算，面层按展开面积异“m2”计算。 （7）楼梯装饰的工程量按设计图示尺寸以楼梯（包括踏步、休息平台以及500mm以内的楼梯井）水平投影面积计算；楼梯与楼面相连时，算至梯口梁外侧边沿，无楼梯口梁者，算至最上一级踏步边沿加300mm.（8）楼梯、台阶块料面层打蜡面积按水平投影面积以“m2”计算。（9）扶手、栏板、栏杆按设计图示扶手中心长度，以延长米计算。（10）块料面层台阶工程量按设计图示尺寸以展开面积计算，整体面层台阶、看台按水平投影面积计算。如与平台相连时，平台面积在10m2以内时按台阶计算；平台面积在10m2以上时，台阶算至最上层踏步边沿加300mm，平台按楼地面工程计算套用相应定额。3.8墙柱面工程（1）墙面抹灰面积按设计图示尺寸计算。扣除墙裙、门窗洞口及单个0.3m2以外孔洞面积，不扣除踢脚线、装饰线以及墙与构件交界处的面积，门窗洞口和孔洞的侧壁及顶面不增加面积。附墙柱、梁、垛、烟囱侧壁并入相应的墙面面积内。内墙抹灰有天棚而抹不到顶者，高度算至天棚底面。（2）女儿墙（包括泛水、挑砖）栏板内侧抹灰（不扣除0.3平方米以内的花格孔洞所占面积）按投影面积乘系数1.1计算，带压顶者乘系数1.3。（3）阳台、雨篷、水平遮阳板抹灰面积，按水平投影面积计算，檐沟、装饰线条的抹灰长度按檐沟及装饰线条的中心线长计算。（4）凸出的线条抹灰增加费以凸出棱线的道数不同分别按延长米计算，两条及多条线条相互之间净距100mm以内的，每两条线条按一条计算工程量。（5）柱面抹灰按设计图示尺寸以柱断面周长乘高度计算。零星项目抹灰按设计图示尺寸展开面积计算。（6）墙、柱、梁面镶贴块料按设计图示尺寸以实铺面积计算。附墙柱、梁等侧壁并入相应的墙面面积内计算。（7）大理石（花岗石）柱墩、柱帽按其设计最大外径周长乘以高度以“m2”计算。（8）墙面饰面的基层与面层面积按设计图示尺寸净长乘以净高计算，扣除门窗洞口及每个在0.3m2以上的孔洞所占的面积；增加层按其增加部分计算工程量。 （9）柱、梁饰面面积按图示外围饰面面积计算。（10）抹灰、镶贴块料及饰面的柱墩、柱帽其工程量并入相应柱内计算，每个柱墩、柱帽另增加人工：抹灰增加0.25工日；镶贴块料增加0.38工日；饰面增加0.5工日。3.9天棚工程（1）天棚抹灰面积，按设计图示尺寸以水平投影面积计算，不扣除间壁墙、垛、柱、附墙烟囱、检查口和管道所占的面积。带梁天棚，梁侧面的抹灰并入天棚抹灰内，板式楼梯底面抹灰按斜面积计算。锯齿形楼梯底板抹灰按展开面积计算。（2）天棚吊顶不分跌级天棚与平面天棚，基层和饰面板工程量均按设计图示异展开面积计算，不扣除间壁墙、检查口、附墙烟囱、柱、垛和管道所占面积，扣除单个0.3m2以外的独立柱，孔洞及与天棚相连的窗帘盒所占的面积。（3）天棚侧龙骨工程量按跌级高度乘以相应的跌级长度异“m2”计算。3.10门窗工程（1）普通木门窗工程量按设计门窗洞口面积计算，单独木门框按设计框外围尺寸以延长米计算。装饰木门扇工程量按门扇外围面积计算，成品木门工程量按扇计算。（2）金属门窗安装，工程量按设计门窗洞口面积计算。其中：纱窗扇按扇外围面积计算，防盗窗按外围展开面积计算，不锈钢拉栅门按框外围面积计算。3.11油漆、涂料、裱糊工程（1）楼地面、墙柱面、天棚的（刷）涂料及抹灰面油漆，其工程量的计算，除本章定额另有规定外，按设计图示尺寸以面积计算。（2）本定额中油漆不分高光、半哑光、哑光，已综合考虑。（3）调合漆定额按二遍考虑，聚酯清漆、聚酯混漆定额按三遍定额，磨退定额按五遍考虑。硝基清漆、硝基混漆按五遍考虑，磨退定额按十遍考虑。木材面金漆按底漆一遍、面漆（金漆）二遍考虑。设计遍数与定额去定不同时，按每增减一遍定额调整计算。（4）乳胶漆定额中的腻子按满刮两遍、复补一遍考虑。 （5）乳胶漆线条定额适用于木材面、抹灰面的单独线条面刷乳胶漆项目。（6）金属镀锌定额是按热镀锌考虑的。3.12脚手架工程（1）综合脚手架1）工程量按房屋建筑面积计算，有地下室时，地下室与上部建筑面积分别计算，套用相应定额。板地下室并入上部建筑物计算。2）以下内容并入综合脚手架计算：骑楼、过街楼下的人行通道和建筑物通道，以及建筑物底层无围护结构的架空层，层高在2.2m及以上者按墙（柱）外围水平面积计算；层高不足2.2m者计算1/2面积。设备管道夹层层高在2.2m及以上者按外围水平面积计算；层高不足2.2m者计算1/2面积。有墙体、门窗封闭的阳台，按其外围水平投影面积计算。以上涉及面积计算的内容，仅适用于计取综合脚手架、垂直运输费和建筑物超高施工用水加压增加的水泵台班费用。（2）满堂脚手架。满堂脚手架工程量按天棚水平投影面积计算，工作面高度为房屋层高；斜天棚（屋面）按房屋平均层高计算；局部层高超过3.6m以上的房屋，按层高超过3.6m以上部分的面积计算。无天棚的屋面构架等建筑构造的脚手架，按施工组织设计规定的脚手架搭设外围水平投影面积计算。3.13垂直运输工程（1）上部建筑物的垂直运输以首层室内地坪以上建筑面积计算，半地下室并入上部建筑计算。（2）上部建筑的垂直运输以首层室内地坪以上建筑面积计算，另应增加房屋综合脚手架计算规则规定增加内容的面积。（3）非滑模施工的烟囱、水塔，根据高度按座计算；钢筋混凝土水（油）池及贮仓按基础底板以上实体积以“m3”计算。 （4）滑模施工的烟囱、筒仓，按筒座或基础板上表面以上的筒身实体积以“m3”计算；水塔根据高度按“座”计算，定额已包括水箱及所有依附构件。（4）建筑物的垂直运输，定额按常规方案以不同机械综合考虑，除另有规定或特殊要求者外，均按定额执行。（5）垂直运输机械采用卷扬机带塔时，定额中塔式吊台班单价换算，数量按塔吊台班数量乘以系数1.5。（6）檐高3.6m以内的单层建筑，不计算垂直运输机械台班.（7）建筑物层高超过3.6m时，按每增加1m相应定额逆运算，超高不足1m的，每1m相应定额按比例调整。地下室层高已综合考虑。（8）同一建筑物檐高不同时，应根据不同高度的垂直分界面分别计算建筑面积，套用相应定额。 4.工程预算书4.1建筑工程费用计算程序表表4.1温岭市新河派出所建筑工程费用计算程序表序号费用名称费用计算表达式金额一直接工程费+施工技术措施费　5730144.81其中1.人工费+机械费∑(人工费+机械费)1604666.41二施工组织措施费　90342.71　　　　　　　　　其中2.安全文明施工费1×4.46%71568.123.建设工程检验试验费1×1.12%17972.264.冬雨季施工增加费1×0%0.005.夜间施工增加费1×0%0.006.已完工程及设备保护费1×0.05%802.337.二次搬运费1×0%0.008.行车、行人干扰增加费1×0%0.009.提前竣工增加费1×0%0.0010.其他施工组织措施费按相关规定计算0.00三11.管理费1×0%0.00四12.利润1×0%0.00五其他项目费　0.00六规费　166885.31七优质工程增加费(一+二+三+四+五+六)×0%0.00八单列费用单列费用0.00九税金(一+二+三+四+五+六+七+单列)×3.513%210336.41十工程造价一+二+三+四+五+六+七+八+九6197709.24 4.2建筑工程预算书表4.2温岭市新河派出所建筑工程预算书序号定额编号名称及说明单位工程数量工料单价(元)合价(元)一、土石方工程11-1换挖槽坑(深3m以内)一、二类土^挖桩承台土方综合定额m31491.75123.4134921.89分部小计34921.89二、桩基础及地基加固工程12-51钻孔灌注桩转盘式钻孔桩机成孔Φ600mm以内m31331.724245.57327031.4622-83换灌注混凝土钻孔桩现拌混凝土^钻孔桩混凝土(水下混凝土)C25(40)m31331.724432.76576316.8832-92换泥浆池建造和拆除^水泥砂浆M5.0m31331.7243.845113.8242-93泥浆运输~运距5km内m31331.72471.5995338.1252-157凿钻孔灌注桩桩头(桩径800mm以内)个102.00057.135827.26分部小计1009627.54三、砌筑工程13-9碎石干铺垫层m340.622118.284804.7723-13混凝土实心砖砌筑砖基础m339.340293.5211547.0833-86换蒸压砂加气混凝土砌块墙厚150mm以内^水泥砂浆M5.0m3232.512369.3985887.6143-88换蒸压砂加气混凝土砌块墙厚300mm以内^水泥砂浆M5.0m3447.084357.60159877.24分部小计262116.70四、混凝土及钢筋混凝土工程14-1现浇现拌砼基础垫层浇捣^C10(40)m331.774269.618566.5924-1换现浇现拌砼基础垫层浇捣^现浇现拌混凝土C15(40)m335.544287.4710217.8334-3换现浇现拌混凝土及钢筋混凝土基础浇捣^现浇现拌混凝土C25(40)m3151.034327.0549395.6744-7换现浇现拌砼矩形柱、异形柱、圆形柱浇捣^现浇现拌混凝土C25(40)m3129.711371.3648169.4854-8换现浇现拌砼构造柱浇捣^现浇现拌混凝土C25(40)m310.647389.894151.16 续表4.2温岭市新河派出所建筑工程预算书64-10换现浇现拌砼基础梁浇捣^现浇现拌混凝土C25(40)m337.592332.6812506.1174-11换现浇现拌砼单梁、连续梁、异形梁、弧形梁、吊车梁浇捣^现浇现拌混凝土C25(40)m3343.813352.00121022.1884-12换现浇现拌砼圈梁、过梁、拱形梁浇捣^现浇现拌混凝土C25(40)m32.364392.85928.7094-14换现浇现拌砼板浇捣^现浇现拌混凝土C25(40)m3401.317356.26142973.19104-17换现浇现拌砼直形、弧形墙厚10以上浇捣^现浇现拌混凝土C25(40)m34.645377.131751.77114-22换现浇现拌砼楼梯(直形)浇捣^现浇现拌混凝土C25(40)m2144.28191.8113246.44124-24换现浇现拌砼雨蓬浇捣^现浇现拌混凝土C25(40)m32.932342.961005.56134-28换现浇现拌砼小型构件浇捣^现浇现拌混凝土C25(40)m318.482434.418028.77144-135现浇砼基础垫层模板m272.66224.621788.94154-141现浇砼独立基础复合木模m2354.93021.467616.80164-156现浇砼矩形柱复合木模~支模高度3.6mm21329.35726.6735453.95174-158现浇砼异形柱、圆形柱复合木模~支模高度3.6mm228.56937.721077.62184-160现浇砼柱支模超高每增加1mm2406.0851.57637.55194-162现浇砼基础梁复合木模m274.80827.962091.63204-165现浇砼矩形梁复合木模~支模高度3.6mm21739.92033.5758409.11214-166现浇砼异形梁~支模高度3.6mm21101.35542.4646763.53224-170现浇砼直形圈过梁复合木模m219.00721.99417.96234-172现浇砼梁支模超高每增加1mm2691.7522.721881.57244-174现浇砼板复合木模~支模高度3.6mm244430.60825.141116985.49254-180现浇砼板支模超高每增加1mm2560.4752.631474.05264-182现浇砼形墙复合木模~支模高度3.6mm260.38521.621305.52274-189现浇砼楼梯直行m2144.28193.2313451.32284-191现浇砼线条模板增加费三道以内m1127.6804.465029.45294-193现浇砼全悬挑阳台、雨篷m22.93254.45159.65304-199现浇砼小型构件模板m2162.47538.696286.16314-416现浇构件圆钢t35.7095699.50203523.45 续表4.2温岭市新河派出所建筑工程预算书324-417现浇构件螺纹钢t126.8955413.23686911.82334-421桩钢筋笼圆钢t7.4975886.9444134.39344-422桩钢筋笼螺纹钢t32.8445513.61181089.01354-487成品排烟(气)道安装m64.000150.359622.40364-488成品排烟(气)帽安装座10.000175.051750.50分部小计2849825.32七、屋面及防水工程17-1换屋面细石砼防水层~厚4cm^现浇现拌混凝土C25(20)m2594.60424.4014508.3427-2换屋面细石砼防水层每增减1cm^现浇现拌混凝土C25(20)m2498.4643.711849.3037-10屋面保温检查洞盖个1.000227.19227.1947-39防水砂浆防潮层立面m2318.38214.534626.0957-40防水砂浆防潮层砖基础上m279.3769.11723.1267-57热熔法防水卷材改性沥青平面m2601.89833.5720205.7277-75水乳型防水涂料JS厚1.5mm以内平面m296.14025.862486.1887-85沥青缝断面30×150mm2m104.50021.482244.66分部小计46870.60八、保温隔热、耐酸防腐工程18-1墙柱面聚苯颗粒保温砂浆~25厚m21668.07526.7244570.9628-22墙柱面耐碱玻纤网格布抗裂砂浆4厚m21668.07523.0138382.4138-23墙柱面增加一层网格布抗裂砂浆2厚m2594.60413.347932.0248-34屋面聚苯乙烯泡沫保温板m2594.60439.0323207.39分部小计114092.78九、附属工程19-41地砖面层大便坑^C10(40)只32.000191.176117.4429-58砼墙脚护坡^C10(40)m273.20044.953290.3439-66混凝土台阶^C15(40)m221.040128.152696.2849-68防滑坡道^C15(40)m23.80062.35236.93分部小计12340.99十、楼地面工程110-1水泥砂浆找平层~厚20mmm2768.2509.577352.15210-3水泥砂浆楼地面~厚20mmm23.80012.4347.23310-17花岗岩楼地面湿铺水泥砂浆m2146.092195.2428523.00410-31地砖楼地面周长2400mm以内密缝m21309.109108.77142391.79510-56混凝土面上铺长条复合地板m21703.503174.49297244.24续表4.2温岭市新河派出所建筑工程预算书 610-65踢脚线花岗岩m27.298198.801450.84710-66踢脚线地砖m255.377118.866582.11810-74踢脚线塑料板(装配式)m2150.30144.806733.48910-80花岗岩楼梯面m2144.281326.5047107.751010-86楼梯踏步嵌条铜嵌条m486.80014.717160.831110-86楼梯踏步嵌条铜嵌条m87.80014.711291.541210-95不锈钢栏杆m130.825283.0137024.78分部小计582909.74十一、墙柱面工程111-2墙面水泥砂浆抹灰~14+6mmm2406.90713.805615.32211-3墙面混合砂浆抹灰~14+6mmm22568.89514.1436324.18311-13柱、梁面水泥砂浆抹灰~14+6mmm2486.73815.707641.79411-14柱、梁面混合砂浆抹灰~14+6mmm2761.55116.1812321.90511-29阳台、雨篷抹水泥砂浆~m224.32850.221221.75611-31混凝土檐沟抹水泥砂浆~m192.28033.056354.85711-39干粉型界面剂抹灰m21668.0753.385638.09811-40装饰线条抹灰增加费(凸出宽200以内)~三道以内m1536.0004.777326.72911-55水泥砂浆粘贴墙面瓷砖(周长1200mm以内)m21026.04846.9548172.95分部小计130617.55十二、天棚工程112-3天棚混合砂浆抹灰m22817.32313.0436737.89212-16轻钢龙骨吊顶平面(U38型)m2341.26732.6411138.95312-40按在U型轻钢龙骨上石膏板平面m2341.26719.016487.49分部小计54364.33十三、门窗工程113-6无亮胶合板门m2154.560126.7519590.48213-26平面空心防火板门m288.200203.5417952.23313-41双扇全玻铝合金地弹门安装m263.328399.6625309.67413-104塑钢推拉窗安装m2748.026302.48226262.90513-145球形门锁安装把102.00029.202978.40613-159抹灰面门碰头、门吸安装副130.0008.811145.30分部小计293238.98十四、油漆、涂料、裱糊工程114-3单层木门~聚脂混漆三遍m2240.66036.428764.84214-117板缝贴胶带、点锈m2341.2672.24764.44314-155墙、柱、天棚面~乳胶漆二遍m27105.25012.6890094.57414-168外墙涂料弹性涂料m21668.07532.7954696.18分部小计154320.03续表4.2温岭市新河派出所建筑工程预算书 十五、其他工程115-92石材磨小圆边m43.90010.28451.29215-92石材磨小圆边m331.50010.283407.82分部小计3859.11十六、脚手架工程116-5综合脚手架檐高20m内~层高6m内m23531.98615.6155134.30216-6综合脚手架檐高20m内层高每增1m内m2288.4271.55447.06316-40满堂脚手架~基本层3.6m～5.2mm2541.3176.093296.62416-41满堂脚手架每增加1.2mm2264.4921.26333.26分部小计59211.24十七、垂直运输工程117-5建筑物垂直运输檐高30m内m23531.98618.5565518.34217-24层高超3.6m每增1m垂直运输50m内m2639.8122.971900.24分部小计67418.58机械台班单独计算11001固定式基础(带配重)座1.0006696.786696.7822001塔式起重机60KN.M以内安装、拆卸费用台班1.0007266.177266.1732006柴油打桩机安装、拆卸费用台班2.0005923.4711846.9443008柴油机桩机5t以内场外运输费用台班2.0009490.0618980.1253017塔式起重机60KN.M以内场外运输费用台班1.0009619.429619.42分部小计54409.43合计5730144.81 4.3主要材料价格数量表表4.3温岭市新河派出所主要材料价格数量表序号材料编码材料名称单位数量定额价市场价价差合计10000001一类人工工日858.71240.0040.000.000.0020101001螺纹钢t162.9343780.004950.001170.00190632.7830109001圆钢t44.073850.005050.001200.0052884.0040109071吊筋kg113.1984.245.050.8191.6950401011水泥kg1068.1710.300.490.19202.9560401031水泥kg1084462.9250.330.550.22238581.8470401071白水泥kg3093.3180.600.710.11340.2680403041黄砂t7.56162.5060.00-2.50-18.9090403043黄砂(净砂)t2378.76162.5060.00-2.50-5946.90100405001碎石t3689.03249.0054.005.0018445.16110409021生石灰kg1840.000.230.460.23423.20120409035石灰膏m330.592278.00350.0072.002202.62130411011块石t1.44440.5049.008.5012.27140413091混凝土实心砖千块27.95310.00370.0060.001677.00150415441蒸压砂加气混凝土砌块m3234.837235.00300.0065.0015264.41160415443蒸压砂加气混凝土砌块m3451.555235.00300.0065.0029351.08170423001防水剂kg230.703.003.000.000.00180431105胶粉聚苯颗粒保温浆料m343.787550.00700.00150.006568.05190431107抗裂抹面砂浆kg10825.2961.902.200.303247.59200503001杉板枋材m32.3221450.001750.00300.00696.60210503145杉搭木m30.2161450.00950.00-500.00-108.00220503147门窗框杉枋m32.7051450.001650.00200.00541.00 续表4.3温岭市新河派出所主要材料价格数量表230503149门窗扇杉枋m33.2831450.001650.00200.00656.60240503361垫木m315.9811200.001350.00150.002397.15250505001三夹板m2512.4348.8013.004.202152.22260505011五夹板m20.9214.3015.000.700.64270519031装饰防火板m2202.8632.0035.003.00608.58280665081地砖m234.2424.2085.0060.802081.79290665111地砖m21405.4275.2485.009.7613716.90300701101花岗岩板m2378.68160.00170.0010.003786.80310801011石膏板m2365.1568.7010.501.80657.28320831121轻型龙骨m2361.7438.5018.009.503436.56330909071铝合金全玻地弹门m261.226310.00370.0060.003673.56340911081塑钢推拉窗m2707.932230.00280.0050.0035396.60351312121聚苯乙烯泡沫板m2606.49625.0032.507.504548.72361404051不锈钢管m744.78720.0612.00-8.06-6002.98371404081不锈钢管m138.67568.9035.00-33.90-4701.08381404101不锈钢管m138.675130.0054.00-76.00-10539.30393115001水m37207.4162.956.303.3524144.84403201011钢模板kg82.2894.675.500.8368.30413201021木模板m3143.7941200.001350.00150.0021569.10423201031复合模板m26954.50233.0029.00-4.00-27818.0143j1201011柴油(机械)kg1785.546.358.592.243999.6144j1201021汽油(机械)kg10189.3397.109.512.4124556.314.4总结说明温岭市新河派出所总建筑面积为3531.51m2，工程造价为6197709.24元，单方造价为1754.97元/平方米。 5.工程量清单计算表5.1土石方工程计算表表5.1温岭市新河派出所业务综合楼土石方工程量计算表编号工程项目计　算　公　式单位工程数量备注1-1换挖槽坑(深3m以内)一、二类土^挖桩承台土方综合定额19.73+580.716+100.354+149.857+100.467+17.187+233.155+245.592+44.693m31491.751CT-1（1.2+0.1×2+0.3×2+0.5×1.35）×（1.2+0.1×2+0.3×2+0.5×1.35）×1.35×2+0.5×0.5×1.35×1.35×1.35/3×2m319.73CT-2（2.7+0.1×2+0.3×2+0.5×1.35）×（1.2+0.1×2+0.3×2+0.5×1.35）×1.35×38+0.5×0.5×1.35×1.35×1.35/3×38m3580.716CT-3（2.39+0.3×2+3.08+0.3×2）×（0.7+0.3）/2×1.35×8+（0.9+0.3×2+3.08+0.3×2）×（2+0.3）/2×1.35×8m3100.354CT-3(放坡)3.725×3.725×1.35×8+（0.5×0.5×1.35×1.35×1.35）/3×8m3149.857CT-33.05×3.05×1.35×8m3100.467JL-1[G][6][9]（0.4+0.4×2+0.5×1.35）×（6.01+0.39+0.39）×1.35m317.187JL-2[H][G][E][D][B][C][A][11][13]（0.3+0.4×2+0.5×1.35）×（10.2+17.6+18.17+15.77+1.1×2+28.73+1.9+2.73）×1.35m3233.155JL-3[1][2][3][16][4][10]（0.3+0.4×2+0.5×1.35）×m3245.592 续表5.1温岭市新河派出所业务综合楼土石方工程量计算表编号工程项目计　算　公　式单位工程数量备注[12][6][5][7][8][9][14][15][F]（8.06×4+8.38×3+2.91+2.9+8.68×2+5.46+5.26+3.12+8.1）×1.35m3电梯井4.85×4.85×1.9m344.6935.2桩基础及地基加固工程量计算表表5.2温岭市新河派出所业务综合楼桩基础及地基加固工程量计算表编号工程项目计　算　公　式单位工程数量备注2-51钻孔灌注桩转盘式钻孔桩机成孔Φ600mm以内3.14×0.6×0.6/4×（45+1.2)×102m31331.7242-83换灌注混凝土钻孔桩现拌混凝土^钻孔桩混凝土(水下混凝土)C25(40)3.14×0.6×0.6/4×(45+1.2)×102m31331.7242-92换泥浆池建造和拆除^水泥砂浆M5.03.14×0.6×0.6/4×(45+1.2)×102m31331.7242-93泥浆运输~运距5km内3.14×0.6×0.6/4×(45+1.2)×102m31331.724 5.3砌筑工程量计算表表5.3温岭市新河派出所业务综合楼砌筑工程量计算表编号工程项目计　算　公　式单位工程数量备注砖基础3-13混凝土实心砖砌筑砖基础36.382+2.958m339.34[1][16]（13.0-1.27×2-1.2×2）×0.9×0.24×2+（1.27×2-0.12×2+1.2×2-0.4×2）×0.6×0.24×2m34.605[3]（4.8-1.27-0.73）×0.9×0.24+（1.27-0.12+0.73-0.38）×0.6×0.24m30.821[5]（5.9-0.12×2-2.7）×0.9×0.24m30.639电梯井2.4×4×0.05×0.24m30.115[6]（5.9-1.27-1.46-2.7+4.8-1.27-1.6）×0.9×0.24+（1.27-0.12+1.46-0.38+1.6-0.38+1.27-0.12）×0.6×0.24m31.181[9]（5.9-1.27-1.6+4.8-1.27-1.6）×0.9×0.24+（1.27-0.12+1.6-0.38+1.6-0.38+1.27-0.12）×0.6×0.24m31.754[10]（5.9-1.27-0.73+4.8-0.73-0.95）×0.9×0.24+（1.27-0.12+0.73-0.38+0.73-0.38+0.95-0.12）×0.6×0.24m31.902[11][13]（3-0.12×2）×0.9×0.24×2m31.192[12]（5.9-1.27-0.73+1.8-0.73-0.12）×0.9×0.24+（1.27-0.12+0.73-0.38+0.73-0.38）×0.6×0.24m31.314[14]（5.9-1.27-0.73）×0.9×0.24+（1.27-0.12+0.73-0.38）×0.6×0.24m31.058 续表5.3温岭市新河派出所业务综合楼砌筑工程量计算表编号工程项目计　算　公　式单位工程数量备注[15]（4.8-0.73-1.03）×0.9×0.24+（0.73-0.38+1.03-0.12）×0.6×0.24m30.838[A]（41.8-0.535×2-1.2×10）×0.9×0.24+（0.535×2-0.12×2+1.2×10-0.4×10）×0.6×0.24m37.477[D]（3.8+1.4-1.35×2-0.12+15.2-1.285-2.7×3-1.24）×0.9×0.24+（1.35-0.15+2.7-0.3+1.285-0.12+2.7×3-0.3×3+1.24-0.175）×0.6×0.24m33.379[E]（7.6-1.35-2.7-1.24+15.2-1.285-2.7×3-1.24）×0.9×0.24+（1.35-0.15+2.7-0.3+1.24-0.175+1.285-0.12+2.7×3-0.3×3）×0.6×0.24m33.363[F]（5.6-0.12-0.12）×0.9×0.24m31.158[G]（3.8×8+3.6-0.6-0.24-1.2×5-1.24×6）×0.9×0.24+（0.6-0.2+1.2×3-0.4×3+1.2×2-0.6×2+2.48×3-0.4×3）×0.6×0.24m35.734小计4.605+0.821+0.639+0.115+1.181+1.754+1.754+1.192+1.314+1.058+0.838+7.477+3.379+3.363+1.158+5.734m336.382[G]（3.8-0.535-0.6+4-0.535-1.24-1）×0.9×0.365+（0.535-0.12+0.6-0.2+1-0.28+1.24-0.12+0.535-0.12）×0.6×0.365m31.95[6][9]（2.5-1.43-0.68）×0.9×0.365×2+（1.43-0.28）×0.6×0.365×2+（0.68-0.28）×0.85×0.365×2m31.008小计1.95+1.008m32.958防潮层7-40防水砂浆防潮层砖基础上74.296+5.08m279.376 续表5.3温岭市新河派出所业务综合楼砌筑工程量计算表编号工程项目计　算　公　式单位工程数量备注[1][16]（13.0-0.12×2-0.4×2）×0.24×2m25.741[3]（4.8-0.12-0.38）×0.24m21.032[5]（5.9-0.12×2-2.7）×0.24m20.71[6]（5.9-0.12-0.38+4.8-0.38-0.12）×0.24m22.328[9]（5.9+4.8-0.12-0.38-0.38-0.12）×0.24m22.328[10]（5.9+4.8-0.12-0.38-0.38-0.12）×0.24m22.328[11][13]（3-0.12×2）×0.24×2m21.325[12]（5.9-0.12-0.38+1.8-0.38）×0.24m21.637[14]（5.9-0.12-0.38）×0.24m21.296[15]（4.8-0.38-0.12）×0.24m21.032[A]（41.-0.12×2-0.4×10）×0.24m236.76[D]（3.8+15.2-0.15-0.3-0.12-0.3×3-0.175）×0.24m24.165[E]（7.6+15.21-0.15-0.3-0.175-0.12-0.3×3）×0.24m25.08[F]（5.6-0.12-0.12）×0.24m21.286 续表5.3温岭市新河派出所业务综合楼砌筑工程量计算表编号工程项目计　算　公　式单位工程数量备注[G]（3.8×8+3.6-0.2-0.4×3-0.6×2-0.4×3）×0.24m27.248小计5.741+1.032+0.71+2.328+2.328+2.328+1.325+1.637+1.296+1.032+36.76+4.165+5.08+1.286+7.248m274.296[G]（3.8+4-0.12-0.2-0.28-0.12-0.12）×0.365m22.54[6][9]（2.5-0.28-0.28）×0.365×2m21.416小计2.54+2.54m25.087-39防水砂浆防潮层立面304.428+13.954m2318.382[1][16]（13.0-1.27×2-1.2×2）×0.9×2×2+（1.27×2-0.12×2+1.2×2-0.4×2）×0.6×2×2m238.376(1)[1][16]（13.0-1.27×2-1.2×2）×0.9×2×2+（1.27×2-0.12×2+1.2×2-0.4×2）×0.6×2×2m238.376[3]（4.8-1.27-0.73）×0.9×2+（1.27-0.12+0.73-0.38）×0.6×2m26.84[5]（5.9-0.12×2-2.7）×0.9×2m25.328电梯井2.4×4×0.05×2m20.96[6]（5.9-1.27-1.46-2.7+4.8-1.27-1.6）×0.9×2+（1.27-0.12+1.46-0.38+1.6-0.38+1.27-0.12）×0.6×2m29.84[9]（5.9-1.27-1.6+4.8-1.27-1.6）×0.9×2+（1.27-0.12+1.6-0.38+1.6-0.38+1.27-0.12）×0.6×2m214.616 续表5.3温岭市新河派出所业务综合楼砌筑工程量计算表编号工程项目计　算　公　式单位工程数量备注[11][13]（3-0.12×2）×0.9×2×2m29.936[12]（5.9-1.27-0.73+1.8-0.73-0.12）×0.9×2+（1.27-0.12+0.73-0.38+0.73-0.38）×0.6×2m210.95[14]（5.9-1.27-0.73）×0.9×2+（1.27-0.12+0.73-0.38）×0.6×2m28.82[15]（4.8-0.73-1.03）×0.9×2+（0.73-0.38+1.03-0.12）×0.6×2m26.984[A]（41.8-0.535×2-1.2×10）×0.9×2+（0.535×2-0.12×2+1.2×10-0.4×10）×0.6×2m262.31[D]（3.8+1.4-1.35×2-0.12+15.2-1.285-2.7×3-1.24）×0.9×2+（1.35-0.15+2.7-0.3+1.285-0.12+2.7×3-0.3×3+1.24-0.175）×0.6×2m228.155[E]（7.6-1.35-2.7-1.24+15.2-1.285-2.7×3-1.24）×0.9×2+（1.35-0.15+2.7-0.3+1.24-0.175+1.285-0.12+2.7×3-0.3×3）×0.6×2m228.029[F]（5.6-0.12-0.12）×0.9×2m29.648[G]（3.8×8+3.6-0.6-0.24-1.2×5-1.24×6）×0.9×2+（0.6-0.2+1.2×3-0.4×3+1.2×2-0.6×2+2.48×3-0.4×3）×0.6×2m247.784小计38.376+6.84+5.328+0.96+9.84+14.616+15.852+9.936+10.95+8.82+6.984+62.31+28.155+28.029+9.648+47.784m2304.428[G]（3.8-0.535-0.6+4-0.535-1.24-1）×0.9×2+（0.535-0.12+0.6-0.2+1-0.28+1.24-0.12+0.535-0.12）×0.6×2m210.686[6][9]（2.5-1.43-0.68）×0.9×2×2+（1.43-0.28）×0.6×0.365×2+（0.68-0.28）×0.85×2×2m23.268 续表5.3温岭市新河派出所业务综合楼砌筑工程量计算表编号工程项目计　算　公　式单位工程数量备注3-88换蒸压砂加气混凝土砌块墙厚300mm以内^水泥砂浆M5.0（227.747+4.858）×0.37+（83.909+122.047+49.241+53.357×2+51.454+820.391+116.736+153.76）×0.24m3447.084A轴（41.8-0.12×2-0.4×10）×（20.3+0.9-0.57×5-0.9-0.12×5）-2.4×3.9-2.4×3×10-（3.48×2+3.4×8）×0.12-2.4×2.1×11-2.4×1.7×11×4m2312.4671轴(一层240墙)（13-0.12×2-0.4×2）×（4.5-0.57）-2.06×3.9m238.9691轴(二~六层240墙)（5.9-0.12-0.28）×（20.3+0.9-4.5-0.57×4-0.9）m274.361轴(二~六层370墙)（8.6-0.12-0.4×2-0.12）×（20.3+0.9-4.5-0.57×4-0.9）-1.5×0.12×5-1.8×0.12×5-1.5×2.1-1.8×2.1-1.8×1.7×4-1.5×1.7×4m270.86116轴(一层240墙)（13-0.12×2-0.4×2）×（4.5-0.57）-2.06×3.9m238.96916轴(二~六层240墙)（5.9-0.12-0.28）×（20.3+0.9-4.5-0.57×4-0.9）m274.3616轴(二~六层370墙)（8.6-0.12-0.4×2-0.12）×（20.3+0.9-4.5-0.57×4-0.9）-1.5×0.12×5-1.8×0.12×5-1.5×2.1-1.8×2.1-1.8×1.7×4-1.5×1.7×4m270.861G轴(一层240墙)（3.8×3-0.2×2-0.4×2+3.8×2-0.2×2-0.4+4.6-0.2-1）×（4.5-0.57）-3.4×3×6m218.972G轴(一层370墙)（3.8-0.12-0.2+3-0.12×2-1-0.28）×（4.5-0.57）-2×3×2m27.493G轴(二层240墙)（3.8×3-0.2×2-0.6×2）×（3.6-0.57）-3.2×2.22-3.3×2.22×2m27.938G轴(三层~六层240墙)（3.8×3-0.15×2-0.4×2）×（21.2-4.5-3.6-0.57×3-0.6）-3.4×1.7×3×4m241.777 续表5.3温岭市新河派出所业务综合楼砌筑工程量计算表编号工程项目计　算　公　式单位工程数量备注H轴(240墙)（3.8×4-1.8-0.2+3.8×4-2.08-0.2）×（21.2-4.5-0.57×4-0.9）-3.4×2.1×6-1.8×2.1×2-3.4×1.7×6×4-1.8×1.7×2×4m2139.5426轴,9轴(370墙)(2.5-0.28-0.28)×6.72×2m226.0746轴,9轴(240墙)(2.5-0.28)×(21.2-6.82)×2m263.847I轴(3.8×3-0.2×2)×(0.9+0.24×3-0.8)+0.12×0.12×(3.8×3+0.2×2)m29.19外墙(240墙)小计312.467+38.969+74.36+38.969+74.36+18.972+7.938+41.777+139.542+63.847+9.19m2820.391外墙(370墙)小计70.861+70.861+7.493+52.458+26.074m2227.747[3](4.8-0.12-0.38)×(4.5-0.5)m217.2[6](4.8-0.38-0.12)×(4.5-0.4)m217.63[15](4.8-0.38-0.25)×(4.5-0.6)m216.263[E](3.8×2-0.15-0.175-0.3)×(4.5-0.4)-1.5×2.1-1.75×0.18+(3-0.15-0.12)×(4.5-0.4)-1.5×2.1-2×0.18m232.816一层(240墙小计)17.2+17.63+16.263+32.816m283.909[3](4.8-0.33-0.12)×(3.6-0.4)+(1.5-0.28-0.12)×(4.5-0.57)m218.243[6][9](4.8-0.38-0.12)×(3.6-0.4)×2m227.52[15](4.8+1.5-0.33-0.4-0.12)×(3.6-0.4)m217.44 续表5.3温岭市新河派出所业务综合楼砌筑工程量计算表编号工程项目计　算　公　式单位工程数量备注[E]（3.8×2-0.15×2-0.3+3.8×3-0.15×2+3-0.15-0.12）×（3.6-0.4）-1.5×2.1×2-2×2.1×0.18×2m258.844二层(240墙小计)18.243+27.52+17.44+58.844m2122.047[4]（4.8-0.28-0.12）×（3.2-0.4）+（1.5-0.28-0.12）×（3.2-0.57）m215.213[6]（4.8-0.28-0.12）×（3.2-0.4）m212.32[15]（4.8-0.28-0.4-0.12）×（3.2-0.4）m211.2[E]（3.8-0.15-0.15+3-0.12-0.12）×（3.2-0.4）-1.5×2.1×2-2×0.18×2m210.508三层(240墙小计)15.213+12.32+11.2+10.508m249.241[4]（4.8-0.28-0.12）×（3.2-0.4）+（1.5-0.28-0.12）×（3.2-0.57）m215.213[6]（4.8-0.28-0.12）×（3.2-0.4）m212.32[15]（4.8+1.5-0.28-0.4-0.12）×（3.2-0.4）m215.4[E]（3.8-0.15-0.15+3-0.15-0.12）×（3.2-0.4）-1.5×2.1×2-2×0.18×2m210.424四层(240墙小计)15.213+12.32+15.4+10.424m253.357[4]（4.8-0.28-0.12）×（3.2-0.4）+（1.5-0.28-0.12）×（3.2-0.57）m215.213[6]（4.8-0.28-0.12）×（3.2-0.4）m212.32[15]（4.8+1.5-0.28-0.4-0.12）×（3.2-0.4）m215.4 续表5.3温岭市新河派出所业务综合楼砌筑工程量计算表编号工程项目计　算　公　式单位工程数量备注[E]（3.8-0.15-0.15+3-0.15-0.12）×（3.2-0.4）-1.5×2.1×2-2×0.18×2m210.424五层(240墙小计)15.213+12.32+15.4+10.424m253.357[4]（4.8-0.28-0.12）×（3.2-0.4）+（1.5-0.28-0.12）×（3.2-0.6）m215.18[6]（4.8-0.28-0.12）×（3.2-0.7）m211[15]（4.8+1.5-0.28-0.4-0.12）×（3.2-0.5）m214.85[E]（3.8-0.15-0.15+3-0.15-0.12）×（3.2-0.4）-1.5×2.1×2-2×0.18×2m210.424六层(240墙小计)15.18+11+14.85+10.424m251.454女儿墙(240墙)（3.8×4+0.12×2）×2×（1.5-0.3-0.06）+（14.5+0.12×2）×2×（1.5-0.3-0.06）+（41.8+0.12×2）×（1.5-0.3-0.06）m2116.736女儿墙(370墙)2.64×（2.2-0.3-0.06）m24.858屋顶侧面(240墙)（11.4×2+8.5×2）×4-0.4×4-0.24×4-0.24×2-0.4×2-0.4×2×2m2153.763-86换蒸压砂加气混凝土砌块墙厚150mm以内^水泥砂浆M5.0（246.047+299.326+276.811+265.266+473.417+376.737）×0.12m3232.512[9]（5.9-0.12-0.38）×（4.5-0.45）+（4.8-0.12-0.38）×（4.5-0.4）-1×2.1-（1+0.25×2）×0.06m237.31[10]（5.9-0.12-0.38）×（4.5-0.45）+（4.8-0.38-0.12）×（4.5-0.5）m239.07[12]（5.9-0.12-0.38）×（4.5-0.45）+（1.8-0.38）×（4.5-0.6）-1×2.1-1.25×0.06m225.233[11][13]（3-0.12）×（4.5-0.11）×2m225.286[14]（5.9-0.12-0.38）×（4.5-0.45）m221.87[B]（15.2-0.175-0.3×3-0.12）×（4.5-0.4）-1×2.1×4-（1.5+1.25×3）×0.06m248.706 续表5.3温岭市新河派出所业务综合楼砌筑工程量计算表编号工程项目计　算　公　式单位工程数量备注[E]（3.8×2+2-0.175-0.15-0.3×2）×（4.5-0.4）m235.568[F]（4.6-0.12-0.12-0.12）×（4.5-0.4）-1×2.1-1×2.1-1.5×0.06×2m213.004一层(120墙小计)37.31+39.07+25.233+25.286+21.87+48.706+35.568+13.004m2246.047[2]（4.8-0.33-0.12）×（3.6-0.4）+（1.5-0.28-0.12）×（3.6-0.57）m217.253[3]（5.9-0.12-0.33）×（3.6-0.45）m217.168[7][8][9]（5.9-0.12-0.38）×（3.6-0.45）×3m251.03[10][14]（5.9-0.12-0.33）×（3.6-0.45）×2m234.335[10][12]（4.8-0.33-0.12）×（3.6-0.45）×2+（1.5-0.28-0.12）×（3.6-0.57）×2-1×2.1-1.5×0.06m231.881[D]（41.8-0.12×2-2.4-0.12-0.3×10）×（3.6-0.4）-1×2.1×10-1.25×0.06×10m293.578[E]（3.8×2-0.12-0.15-0.3）×（3.6-0.4）-1.5×2.1×2-2×0.06×2+（3.8×2+2-0.15-0.15-0.3×2）×（3.6-0.4）-1×2.1-1.25×0.06m241.621[F]（4.6-0.12）×（3.6-0.35）-1×2.1-×1.25×0.06m212.46二层(120墙小计)17.253+17.168+51.03+34.335+31.881+93.578+41.621+12.46m2299.326[3]（5.9-0.12-0.28）×（3.2-0.45）m215.125[8]（4.8-0.12）×（3.2-0.45）m212.87[9]（5.9-0.12-0.28）×（3.2-0.45）+（4.8-0.28-0.12）×（3.2-0.4）m227.445m2[10][12]（5.9-0.12-0.28）×（3.2-0.45）×2+（4.8-0.28-0.12）×（3.2-0.4）×2+（1.5-0.28）×（3.2-0.57）×2-1×2.1-1.5×0.06m259.117[D]（41.8-0.12×2-2.4-0.12-0.3×10）×（3.2-0.4）-1.5×2.1×6-1.75×0.18×6-1×2.1-1.25×0.06m277.947 续表5.3温岭市新河派出所业务综合楼砌筑工程量计算表编号工程项目计　算　公　式单位工程数量备注[E](3.8×3-0.12-0.15-0.3×2+3.8×5-0.15-0.15-0.3-0.3)×(3.2-0.4)-1×2.1×3-1.25×0.06×3m273.639[F](4.6-0.12)×(3.2-0.35)-1×2.1-×1.25×0.06m210.668三层(120墙小计)15.125+12.87+27.445+59.117+77.947+73.639+10.668m2276.811[3](5.9-0.12-0.28)×(3.2-0.45)m215.125[7][8](4.8-0.12)×(3.2-0.45)×2m225.74[10][12](5.9-0.12-0.28)×(3.2-0.45)×2+(4.8-0.28-0.12)×(3.2-0.4)×2+(1.5-0.28)×(3.2-0.57)×2-1×2.1-1.25×0.06m259.132[D](41.8-0.12×2-2.4-0.12-0.3×10)×(3.2-0.4)-1.5×2.1×5-(1.5+0.25)×0.18×5-1×2.1-(1+0.25)×0.06m281.412[E](3.8×3-0.12-0.15-0.3×2+3.8×5-0.15-0.15-0.3×2+2-0.15)×(3.2-0.4)-1.5×2.1-1×2.1×4-1.75×0.18-1.25×0.06×4m273.179[F](4.6-0.12)×(3.2-0.35)-1×2-1.5×0.06m210.678四层(120墙小计)15.125+25.74+59.132+81.412+73.179+10.678m2265.266[2][3](5.9-0.12-0.28)×(3.6-0.45)×2+(4.8-0.28-0.12)×(3.2-0.4)×2+(1.5-0.28-0.12)×(3.6-0.57)×2m265.956[7][8](5.9-0.28-0.12)×(3.2-0.45)×2+(4.8-0.12)×(3.2-0.45)×2m255.99[9](5.9-0.12-0.28)×(3.2-0.45)+(4.8-0.28-0.12)×(3.2-0.4)m227.445[10][12](5.9-0.12-0.28)×(3.2-0.45)×2+(4.8-0.28-0.12)×(3.2-0.4)×2+(1.5-0.28)×(3.2-0.57)×2-1×2.1-1.25×0.06m259.132[14](5.9-0.12-0.28)×(3.2-0.45)m215.125[1/C](2.4-0.06×2)×(3.2-0.4)×10m263.84[D](41.8-0.12×2-2.4-0.12-0.3×10)×(3.2-0.4)-1×2.1×10-1.25×0.06×10m279.162 续表5.3温岭市新河派出所业务综合楼砌筑工程量计算表编号工程项目计　算　公　式单位工程数量备注[E](3.8×3-0.12-0.15-0.3×2+3.8×5-0.15-0.15-0.3×2+2-0.15)×(3.2-0.4)-1×2.1×6-1.25×0.06×6-1×2.1-1.25×0.06m270.119[F](4.6-0.12)×(3.2-0.35)-1×2.1-1.5×0.06m210.578五层(120墙小计)65.956+55.99+27.445+59.132+15.125+63.84+79.162+70.119+10.578+26.07m2473.417[2][3](5.9-0.12-0.28)×(3.6-0.45)×2+(4.8-0.28-0.12)×(3.2-0.4)×2+(1.5-0.28-0.12)×(3.6-0.6)×2m265.89[9](5.9-0.12-0.28)×(3.2-0.7)+(4.8-0.28-0.12)×(3.2-0.7)m224.75[10][12](5.9-0.12-0.28)×(3.2-0.45)×2+(4.8-0.28-0.12)×(3.2-0.4)×2+(1.5-0.28)×(3.2-0.6)×2m261.234[14](5.9-0.12-0.28)×(3.2-0.45)m215.125[1/C](2.4-0.06×2)×(3.2-0.11)×10m270.452[D](3.8×4-0.12-2.4-0.15-0.3×3+3.8×4-0.15-0.12-0.3×3)×(3.2-0.4)-1×2.1×7-1.25×0.06×7m256.623[E](3.8×3-0.12-0.15-0.3×2+3.8×2-0.15×2-0.3+2-0.15)×(3.2-0.4)-1×2.1×5-1.25×0.06×5m243.389[F](4.6-0.12)×(3.2-0.4)-1×2.1-1.5×0.06m210.3541.5×(3.2-0.11)×10-0.8×2.1×10-1.05×0.06×10m228.92六层(120墙小计)65.89+24.75+61.234+15.125+70.452+56.623+43.389+10.354+28.92m2376.737 5.4砼基础工程量计算表表5.4温岭市新河派出所业务综合楼砼基础工程量计算表编号工程项目计　算　公　式单位工程数量备注4-1现浇现拌砼基础垫层浇捣^C10(40)0.392+15.428+4.716+0.407+4.865+5.125+0.841m331.774CT-1(1.20+0.10×2)×(1.20+0.10×2)×0.10×2m30.392CT-2(2.70+0.10×2)×(1.20+0.10×2)×0.10×38m315.428CT-3(2.39+3.08)×0.7/2×0.1×8+(0.9+3.08)×2/2×0.1×8m34.716JL-1[G][6][9]0.6×(6.01+0.39+0.39)×0.1m30.407JL-2[H][G][E][D][B][C][A][11][13]0.5×(10.2+17.6+18.17+15.77+1.1×2+28.73+1.9+2.73)×0.1m34.865JL-3[1][2][3][16][4][10][12][6][5][7][8][9][14][15][F]0.5×(8.06×4+8.38×3+2.91+2.9+8.68×2+5.46+5.26+3.12+8.1)×0.1m35.125电梯井2.9×2.9×0.1m30.8414-135现浇砼基础垫层模板41.471+31.191m272.662承台0.392×1.94+15.428×1.94+4.716×1.94+0.841×1.94m241.471基础梁0.407×3+4.865×3+5.125×3m231.1914-3换现浇现拌混凝土及钢筋混凝土基础浇捣^现浇现拌混凝土C25(40)1.872+110.808+35.438+2.916m3151.034CT-11.2×1.2×0.65×2m31.872续表5.4温岭市新河派出所业务综合楼砼基础工程量计算表 编号工程项目计　算　公　式单位工程数量备注CT-22.7×1.2×0.9×38m3110.808CT-3(2.19+2.88)×0.6/2×0.9×8+(0.7+2.88)×1.9/2×0.9×8m335.438电梯井底板2.7×2.7×0.4m32.9164-141现浇砼独立基础复合木模151.034×2.35m2354.934-10换现浇现拌砼基础梁浇捣^现浇现拌混凝土C25(40)1.63+17.514+18.448m337.5924-162现浇砼基础梁复合木模37.592×1.99m274.8085.5电梯井壁混凝土工程量计算表表5.5温岭市新河派出所业务综合楼电梯井壁混凝土工程量计算表编号工程项目计　算　公　式单位工程数量备注4-17换现浇现拌砼直形、弧形墙厚10以上浇捣^现浇现拌混凝土C25(40)4.645m34.645电梯井壁0.3×2.4×1.6×4+2.1×0.175×0.1m34.6454-182现浇砼形墙复合木模~支模高度3.6m4.645×13m260.3855.6混凝土柱工程量计算表表5.6温岭市新河派出所业务综合楼混凝土柱工程量计算表 编号工程项目计　算　公　式单位工程数量备注4-7换现浇现拌砼矩形柱、异形柱、圆形柱浇捣^现浇现拌混凝土C25(40)25.456+17.2+10.32+6.88+11.098+3.274+15.327+5.86+2.854+11.707+9.006+2.927+3.194+4.608m3129.711KZ10.37×0.4×21.5×8m325.456KZ20.4×0.4×21.5×5m317.2KZ30.4×0.4×21.5×3m310.32KZ40.4×0.4×21.5×2m36.88KZ50.3×0.5×5.07×12+0.3×0.4×16.43m311.098KZ60.4×0.5×8.67+0.3×0.4×12.83m33.274KZ70.35×0.5×5.07×4+0.3×0.5×16.43×4+0.3×0.4×4×4m315.327KZ80.3×0.5×8.67×2+0.3×0.4×12.83×2m35.68KZ90.4×0.4×8.92×2m32.854KZ100.4×0.4×8.67×4+0.3×0.4×12.83×4m311.707KZ11(圆形柱)3.14×0.3×0.3×8.67×2+0.4×0.4×12.83×2m39.006KZ120.4×0.4×8.67+0.3×0.4×12.83m32.927KZ130.4×0.5×5.07+0.4×0.4×3.6+0.35×0.4×3.2+0.3×0.4×9.63m33.194KZ150.4×0.24×4×12m34.608续表5.6温岭市新河派出所业务综合楼混凝土柱工程量计算表编号工程项目计　算　公　式单位工程数量备注KZ140.3×0.24×1×16m31.1521号楼梯构造拄1.8×0.41×0.24×2+1.6×0.41×0.24×3×2m31.299 2号楼梯构造柱(0.6+0.988)×0.24×0.41×2+1.8×0.41×0.24×2+1.6×0.41×0.24×3×2m31.611KZa0.3×0.24×(21.9-20.9)×2m30.144GZ0.3×0.24×(22.4-21.2-0.06)×28m32.298GZ10.3×0.24×(23.1-21.2-0.06)×2m30.265斜构造柱0.27×0.24×3.74×16m33.8784-156现浇砼矩形柱复合木模~支模高度3.6m(25.456+17.2+10.32+6.88+11.098+3.274+15.327+5.68+2.854+11.707+4.106+2.927+3.194+4.608)×9.83+10.647×9.79m21329.357KZ10.37×0.4×21.5×8m225.456KZ20.4×0.4×21.5×5m217.2KZ30.4×0.4×21.5×3m210.32KZ40.4×0.4×21.5×2m26.88KZ50.3×0.5×5.07×12+0.3×0.4×16.43m211.098KZ60.4×0.5×8.67+0.3×0.4×12.83m23.274KZ70.35×0.5×5.07×4+0.3×0.5×16.43×4+0.3×0.4×4×4m215.327KZ80.3×0.5×8.67×2+0.3×0.4×12.83×2m25.68KZ90.4×0.4×8.92×2m22.854KZ100.4×0.4×8.67×4+0.3×0.4×12.83×4m211.707续表5.6温岭市新河派出所业务综合楼混凝土柱工程量计算表编号工程项目计　算　公　式单位工程数量备注KZ110.4×0.4×12.83×2m24.106KZ120.4×0.4×8.67+0.3×0.4×12.83m22.927KZ130.4×0.5×5.07+0.4×0.4×3.6+0.35×0.4×3.2+0.3×0.4×9.63m23.194 KZ150.4×0.24×4×12m24.608构造柱1.152+1.299+1.611+0.144+2.298+0.265+3.878m210.6474-158现浇砼异形柱、圆形柱复合木模~支模高度3.6m3.14×0.3×0.3×8.67×2×5.83m228.5694-160现浇砼柱支模超高每增加1m39.611×9.83+2.866×5.83m2406.085矩形柱小计6.003+4.056+2.434+1.622+9.126+1.014+3.549+1.521+1.622+3.245+0.811+4.608m239.611KZ10.37×0.4×5.07×8m26.003KZ20.4×0.4×5.07×5m24.056KZ30.4×0.4×5.07×3m22.434KZ40.4×0.4×5.07×2m21.622KZ50.3×0.5×5.07×12m29.126KZ60.4×0.5×5.07m21.014KZ70.35×0.5×5.07×4m23.549KZ80.3×0.5×5.07×2m21.521续表5.6温岭市新河派出所业务综合楼混凝土柱工程量计算表编号工程项目计　算　公　式单位工程数量备注KZ90.4×0.4×5.07×2m21.622KZ100.4×0.4×5.07×4m23.245 KZ120.4×0.4×5.07m20.811KZ130.4×0.5×5.07m21.014KZ150.4×0.24×4×12m24.608KZ11(圆形柱)3.14×0.3×0.3×5.07×2m22.866 5.7门过梁计算表表5.7温岭市新河派出所业务综合楼门过梁计算表编号工程项目计　算　公　式单位工程数量备注4-12换现浇现拌砼圈梁、过梁、拱形梁浇捣^现浇现拌混凝土C25(40)0.242+0.38+0.526+0.433+0.425+0.358m32.364E1.75×0.18×0.24+2×0.18×0.24m30.1629(1+0.25×2)×0.06×0.12m30.01112(1+0.25)×0.06×0.12m30.009B(1.5+1.25×3)×0.06×0.12m30.038F1.5×0.06×0.12×2m30.022一层小计0.162+0.011+0.009+0.038+0.022m30.242E(1.5+0.25×2)×0.18×0.24×2m30.17312(1+0.25×2)×0.06×0.12m30.011D(1+0.25)×0.06×0.12×10m30.09E(1.5+0.25×2)×0.18×0.12×2+(1+0.25)×0.06×0.12m30.095F(1+0.25×2)×0.06×0.12m30.011二层小计0.173+0.011+0.09+0.095+0.011m30.38 续表5.7温岭市新河派出所业务综合楼门过梁计算表编号工程项目计　算　公　式单位工程数量备注E(1.5+0.25×2)×0.18×0.24×2m30.17312(1+0.25×2)×0.06×0.12m30.011D(1.5+0.25)×0.18×0.12×6+(1+0.25)×0.06×0.12m30.236E(1.5+0.25×2)×0.18×0.12×2+(1+0.25)×0.06×0.12m30.095F(1+0.25×2)×0.06×0.12m30.011三层小计0.173+0.011+0.236+0.095+0.011m30.526E(1.5+0.25×2)×0.18×0.24×2m30.17312(1+0.25×2)×0.06×0.12m30.011D(1.5+0.25)×0.18×0.12×5+(1+0.25)×0.06×0.12m30.198E(1.5+0.25)×0.018×0.12+(1+0.25)×0.06×0.12×4m30.04F(1+0.25×2)×0.06×0.12m30.011四层小计0.173+0.011+0.198+0.04+0.011m30.433E(1.5+0.25×2)×0.18×0.24×2m30.17310(1+0.25)×0.06×0.12m30.009D(1+0.25)×0.06×0.12×10m30.09E(1+0.25)×0.06×0.12×6+(1+0.25)×0.06×0.12m30.063 续表5.7温岭市新河派出所业务综合楼门过梁计算表编号工程项目计　算　公　式单位工程数量备注F(1+0.25)×0.06×0.12×10m30.09五层小计0.173+0.009+0.09+0.063+0.09m30.425E(1.5+0.25×2)×0.18×0.24×2m30.173D(1+0.25)×0.06×0.12×7m30.063F(1+0.25×2)×0.06×0.12+(0.8+0.25)×0.06×0.12×10m30.086六层小计0.173+0.063+0.036+0.086m30.3584-170现浇砼直形圈过梁复合木模(0.242+0.38+0.526+0.433+0.425+0.358)×8.04m219.007 5.8框架梁、连续梁、异形梁工程量计算表表5.8温岭市新河派出所业务综合楼框架梁、连续梁、异形梁工程量计算表编号工程项目计　算　公　式单位工程数量备注4-11换现浇现拌砼单梁、连续梁、异形梁、弧形梁、吊车梁浇捣^现浇现拌混凝土C25(40)217.584+126.229m3343.813KL-10.24×0.45×(5.9-0.12-0.28)×2m31.188KL-1异0.24×0.57×(8.6-0.12-0.4×2-0.12)×2+0.12×0.12×2×(8.6-0.12+0.4)×2m32.58KL-20.24×0.45×(5.9-0.12-0.38)+0.24×0.4×(2.3+4.8-0.12×2-0.5)+0.24×0.57×(1.5-0.28-0.12)m31.344KL-30.24×0.45×(5.9-0.12-0.38)×2+0.24×0.4×(2.3-0.12×2)×2+0.24×0.5×(4.8-0.38-0.12)×2+0.24×0.57×(1.5-0.28-0.12)×2m32.895KL-40.24×0.45×(5.9-0.12-0.38)+0.24×0.5×(2.3-0.12-0.12)m30.83KL-840.24×0.57×(1.5-0.28-0.12)m30.15KL-50.24×0.45×(5.9-0.12-0.38)+0.24×0.4×(7.1-0.12-0.5-0.12)+0.4×0.6×(2.5-0.28-0.28)m31.659KL-60.24×0.45×(13-0.12-0.5-0.2)×2m32.631KL-70.24×0.45×(5.9-0.12-0.38)+0.24×0.4×(7.1-0.12-0.5-0.12)+0.4×0.6×(2.5-0.28-0.28)m31.659 续表5.8温岭市新河派出所业务综合楼框架梁、连续梁、异形梁工程量计算表编号工程项目计　算　公　式单位工程数量备注KL-80.24×0.45×(5.9-0.12-0.38)+0.24×0.4×(2.3-0.12-0.12)+0.24×0.6×(4.8-0.38-0.25)+0.24×0.57×(1.5-0.25-0.12)m31.536KL-90.24×0.45×(5.9-0.12-0.38)+0.24×0.4×(2.3-0.12-0.12)m30.781KL-100.24×0.6×(4.8-0.38-0.25)+0.24×0.4×(1.5-0.25-0.12)m30.709KL-11异0.4×0.57×(41.8-0.12×2-0.4×10)+0.12×0.12×2×(41.8+0.25+0.25)m39.782KL-120.24×0.4×(41.8-0.12×2-0.3×8-0.35×2)m33.692KL-130.24×0.4×(41.8-0.12×2-0.3×6-0.35×2)m33.75KL-140.24×0.57×(41.8-0.12×2-0.4×8-0.6×2)m35.083LL-10.24×0.35×(5.9-0.12×2-0.24×2)m30.435LL-20.24×0.4×(2.4-0.12)×2m30.438LL-40.24×0.4×(4.6-0.12-0.12)m30.419LL-5异0.4×0.57×(15.2-0.12-0.2)+0.12×0.12×2×15.25m33.832LL-6异0.4×0.57×(15.2-0.12-0.2)+0.12×0.12×2×15.25m33.832二层(标高4.47)矩形梁小计1.188+1.344+2.895+0.83+0.15+1.659+2.631+1.659+1.536+0.781+0.709+3.692+3.75+5.083+0.435+0.438+0.419m329.199二层(标高4.47)异形梁小计2.58+9.782+3.832+3.832m320.026 续表5.8温岭市新河派出所业务综合楼框架梁、连续梁、异形梁工程量计算表编号工程项目计　算　公　式单位工程数量备注KL-150.24×0.45×(5.9-0.12-0.28)×2m31.188KL-15异0.24×0.57×(8.6-0.12-0.4×2-0.12)×2+0.12×0.12×2×(8.6-0.12+0.4)×2m32.58KL-160.24×0.45×(5.9-0.12-0.33)+0.24×0.4×(7.1-0.12-0.45-0.12)+0.24×0.57×(1.5-0.28-0.12)m31.354KL-170.24×0.45×(5.9-0.12-0.33)+0.24×0.4×(7.1-0.12-0.45-0.12)+0.24×0.57×(1.5-0.28-0.12)m31.354KL-180.24×0.45×(5.9-0.12-0.33)+0.24×0.4×(7.1-0.12-0.45-0.12)+0.24×0.57×(1.5-0.28-0.12)m31.354KL-190.24×0.45×(5.9-0.12-0.38)+0.24×0.4×(7.1-0.12-0.5-0.12)+0.4×0.6×(2.5-0.28-0.28)m31.659KL-200.24×0.45×(13-0.12-0.5-0.2)×2+0.24×0.4×(2.5-0.4-0.12)×2m33.011KL-210.24×0.45×(5.9-0.12-0.38)+0.24×0.4×(7.1-0.12-0.12-0.5)+0.4×0.6×(2.5-0.28-0.28)m31.659KL-220.24×0.45×(5.9-0.12-0.33)+0.24×0.4×(7.1-0.12-0.12-0.5)+0.24×0.57×(1.5-0.28-0.12)m31.35KL-230.24×0.45×(5.9-0.12-0.33)+0.24×0.4×(7.1-0.12-0.12-0.5)+0.24×0.57×(1.5-0.28-0.12)m31.35KL-240.24×0.45×(5.9-0.12-0.33)+0.24×0.4×(2.3-0.12-0.12)m30.786KL-250.24×0.4×5.45m30.523KL-11异0.4×0.57×(41.8-0.12×2-0.4×10)+0.12×0.12×2×(41.8+0.25+0.25)m39.782 续表5.8温岭市新河派出所业务综合楼框架梁、连续梁、异形梁工程量计算表编号工程项目计　算　公　式单位工程数量备注KL-270.24×0.4×(41.8-0.12×2-0.3×10)m33.702KL-280.24×0.4×(41.8-0.12×2-0.3×8)m33.759KL-290.24×0.35×(3.8×3-0.12-0.2-0.4×2)+0.24×0.35×(3.8×2+4.6-0.2-0.28-0.4-0.4)+0.24×0.57×(3.8×3-0.2-0.2-0.6-0.6)m33.121KL-30异0.24×0.8×(11.4-0.2-0.2)+0.12×0.12×(11.4+0.2+0.2)m32.282LL-10.24×0.35×(5.9-0.12×2-0.24×2)m30.435LL-20.24×0.4×(2.4-0.12)×2m30.438LL-5异0.4×0.57×(15.2-0.12-0.2)+0.12×0.12×2×(15.2-0.2+0.25)m33.832LL-6异0.4×0.57×(15.2-0.12-0.2)+0.12×0.12×2×(15.2-0.2+0.25)m33.832LL-70.24×0.35×(0.12×0.35)m30.004三层(标高8.07)矩形梁小计1.188+1.354+1.354+1.354+1.659+3.011+1.659+1.35+1.35+0.786+0.523+3.702+3.759+3.121+0.435+0.438+0.004m327.047三层(标高8.07)异形梁小计2.58+9.782+3.832+3.832+2.282m322.308KL-310.24×0.45×(5.9-0.12-0.28)×2m31.188KL-31异0.24×0.57×(8.6-0.12-0.4×2-0.12)×2+0.12×0.12×2×(8.6-0.12+0.4)×2m32.58 续表5.8温岭市新河派出所业务综合楼框架梁、连续梁、异形梁工程量计算表编号工程项目计　算　公　式单位工程数量备注KL-320.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(7.1-0.12-0.12-0.4)+0.24×0.57×(1.5-0.28-0.12)m31.365KL-170.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(7.1-0.12-0.12-0.4)+0.24×0.57×(1.5-0.28-0.12)m31.365KL-330.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(7.1-0.12-0.12-0.4)+0.24×0.57×(1.5-0.28-0.12)m31.365KL-340.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(7.1-0.12-0.12-0.4)+0.24×0.6×(1.9-0.28-0.12)m31.43KL-350.24×0.45×(13-0.12-0.12-0.4)×2+0.24×0.3×(1.9-0.28-0.12)×2m32.886KL-360.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(7.1-0.12-0.12-0.4)+0.24×0.6×(1.9-0.28-0.12)m31.43KL-370.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(7.1-0.12-0.12-0.4)+0.24×0.57×(1.5-0.28-0.12)m31.365KL-230.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(7.1-0.12-0.12-0.4)+0.24×0.57×(1.5-0.28-0.12)m31.365KL-380.24×0.45×(5.9+2.3-0.12-0.4-0.12)m30.816KL-250.24×0.4×(1.8+3+1.5-0.28-0.4-0.12)m30.528KL-11异0.4×0.57×(41.8-0.12-0.12-0.4×10)+0.12×0.12×2×(41.8+0.25+0.25)m39.782KL-270.24×0.4×(41.8-0.12-0.12-0.3×10)m33.702 续表5.8温岭市新河派出所业务综合楼框架梁、连续梁、异形梁工程量计算表编号工程项目计　算　公　式单位工程数量备注KL-280.24×0.4×(41.8-0.12-0.12-0.3×8)m33.759KL-390.24×0.35×(3.8×3-0.12-0.3×2-0.15)+0.24×0.35×(3.8×2+4.6-0.15-0.18-0.3-0.35)+0.24×0.57×(3.8×3-0.15-0.15-0.4×2)m33.236LL-80.24×0.35×(5.9-0.12×2-0.24×2)m30.435LL-20.24×0.4×(2.4-0.12)×2m30.438LL-70.24×0.35×(4.6-0.12-0.12)m30.366LL-5异0.4×0.57×(15.2-0.12-0.12)+0.12×0.12×2×(15.2-0.12+0.25)m33.852LL-6异0.4×0.57×(15.2-0.12-0.12)+0.12×0.12×2×(15.2-0.12+0.25)m33.852LL-90.24×0.3×(3.8×3+0.72×2)m30.924四层(标高11.27)矩形梁小计1.188+1.365+1.365+1.365+1.43+2.886+1.43+1.365+1.365+0.816+0.528+3.702+3.759+3.236+0.435+0.438+0.366+0.924m327.963四层(标高11.27)异形梁小计2.58+9.782+3.852+3.852m320.066KL-400.24×0.45×(5.9-0.12-0.28)×2m31.188KL-40异0.24×0.57×(8.6-0.12-0.4×2-0.12)×2+0.12×0.12×2×(8.6-0.12+0.4)×2m32.58KL-410.24×0.45×(5.9-0.12-0.28)×2+0.24×0.4×(7.1-0.12-0.12-0.4)×2+0.24×0.57×(1.5-0.28-0.12)×2m32.729 续表5.8温岭市新河派出所业务综合楼框架梁、连续梁、异形梁工程量计算表编号工程项目计　算　公　式单位工程数量备注KL-420.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(7.1-0.12-0.12-0.4)+0.24×0.57×(1.5-0.28-0.12)m31.365KL-430.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(7.1-0.12-0.12-0.4)+0.24×0.6×(1.9-0.28-0.12)m31.43KL-440.24×0.45×(13-0.12-0.12-0.4)×2+0.24×0.3×(1.9-0.28-0.12)×2m32.886KL-450.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(7.1-0.12-0.12-0.4)+0.24×0.6×(1.9-0.28-0.12)m31.43KL-460.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(7.1-0.12-0.12-0.4)+0.24×0.57×(1.5-0.28-0.12)m31.365KL-470.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(7.1-0.12-0.12-0.4)+0.24×0.57×(1.5-0.28-0.12)m31.365KL-480.24×0.45×(5.9+2.3-0.12-0.4-0.12)m30.816KL-250.24×0.4×(1.8+3+1.5-0.28-0.4-0.12)m30.528KL-11异0.4×0.57×(41.8-0.12-0.12-0.4×10)+0.12×0.12×2×(41.8+0.25+0.25)m39.782KL-490.24×0.4×(41.8-0.12×2-0.3×10)m33.702KL-500.24×0.4×(41.8-0.12-0.12-0.3×8)m33.759KL-390.24×0.35×(3.8×3-0.12-0.15-0.3-0.3)+0.24×0.35×(3.8-0.15-0.2)+0.24×0.35×(3.8×2+4.6-0.15-0.18-0.3-0.3)+0.24×0.57×(3.8×2-0.2-0.15-0.4m33.058LL-90.24×0.3×(3.8×3+0.72×2)m30.924 续表5.8温岭市新河派出所业务综合楼框架梁、连续梁、异形梁工程量计算表编号工程项目计　算　公　式单位工程数量备注LL-5异0.4×0.57×(15.2-0.12-0.12)+0.12×0.12×2×(15.2-0.12+0.25)m33.852LL-6异0.4×0.57×(15.2-0.12-0.12)+0.12×0.12×2×(15.2-0.12+0.25)m33.852LL-70.24×0.35×(4.6-0.12-0.12)m30.366LL-110.24×0.4×(2.4-0.12)×2m30.438LL-120.15×0.4×(3.8×3-0.12×2)m30.67LL-130.15×0.4×(3.8×7-0.12×2)m31.582LL-100.15×0.3×(1.8-0.12-0.075)×10m30.722LL-80.24×0.35×(5.9-0.12×2-0.24×2)m30.435五层(标高14.47)矩形梁小计1.188+2.729+1.365+1.43+2.886+1.43+1.365+1.365+0.816+0.528+3.702+3.759+3.058+0.924+0.366+0.438+0.67+1.582+0.722+0.435m330.758五层(标高14.47)异形梁小计2.58+9.782+3.852+3.852m320.066KL-510.24×0.45×(5.9-0.12-0.28)×2m31.188KL-51异0.24×0.57×(8.6-0.12-0.4×2-0.12)×2+0.12×0.12×2×(8.6-0.12+0.4)×2m32.58KL-520.24×0.45×(5.9-0.12-0.28)×3+0.24×0.4×(7.1-0.12-0.4-0.12)×3+0.24×0.57×(1.5-0.28-0.12)×3m34.094KL-420.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(7.1-0.12-0.12-0.4)+0.24×0.57×(1.5-0.28-0.12)m31.365 续表5.8温岭市新河派出所业务综合楼框架梁、连续梁、异形梁工程量计算表编号工程项目计　算　公　式单位工程数量备注KL-340.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(7.1-0.12-0.12-0.4)+0.24×0.6×(1.9-0.28-0.12)m31.43KL-350.24×0.45×(13-0.12-0.12-0.4)×2+0.24×0.3×(1.9-0.28-0.12)×2m32.886KL-450.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(7.1-0.12-0.12-0.4)+0.24×0.6×(1.9-0.28-0.12)m31.43KL-530.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(7.1-0.12-0.12-0.4)m31.214KL-480.24×0.45×(5.9+2.3-0.12-0.4-0.12)m30.816KL-250.24×0.4×(1.8+3+1.5-0.28-0.4-0.12)m30.528KL-11异0.4×0.57×(41.8-0.12-0.12-0.4×10)+0.12×0.12×2×(41.8+0.25+0.25)m39.782KL-540.24×0.4×(41.8-0.12×2-0.3×10)m33.702KL-550.24×0.4×(41.8-0.12×2-0.3×8)m33.759KL-560.24×0.57×(41.8-0.12×2-0.3×8-0.4×2)m35.248LL-90.24×0.3×(3.8×3+0.72×2)m30.924LL-5异0.4×0.57×(15.2-0.12-0.12)+0.12×0.12×2×(15.2-0.12+0.25)m33.852LL-15异0.4×0.57×(3.8×4-0.12-0.12)+0.12×0.12×2×(15.2-0.12+0.25)m33.852LL-70.24×0.35×(4.6-0.12-0.12)m30.366LL-110.24×0.4×(2.4-0.12)×2m30.438 续表5.8温岭市新河派出所业务综合楼框架梁、连续梁、异形梁工程量计算表编号工程项目计　算　公　式单位工程数量备注LL-120.15×0.4×(3.8×3-0.12-0.12)m30.67LL-140.15×0.4×(3.8×4-0.12-0.12)m30.898LL-80.24×0.35×(5.9-0.12×2-0.24×2)m30.435LL-100.15×0.3×(1.8-0.12-0.12)×7m30.491六层(标高17.67)矩形梁小计1.188+4.094+1.365+1.43+2.886+1.43+1.214+0.816+0.528+3.702+3.759+5.248+0.924+0.366+0.438+0.67+0.898+0.435+0.491m331.882六层(标高17.67)异形梁小计2.58+9.782+3.852+3.852m320.066KL-57异0.24×0.9×(13-0.12×2-0.4×2)+0.24×0.6×(1.5-0.28-0.12)+0.12×0.12×2×(14.5+0.28+0.12)m33.171KL-580.24×0.4×(13-0.12×2-0.4×2)×2+0.24×0.6×(1.5-0.28-0.12)×2m32.613KL-590.24×0.4×(13-0.12×2-0.4×2)+0.24×0.6×(1.5-0.28-0.12)m31.307KL-600.24×0.7×(14.5-0.12×2-0.24×4-0.4×2)×2m34.2KL-610.3×0.7×(13-0.12×2-0.24×2-0.4×2)×2m34.822KL-630.24×0.4×(13-0.12×2-0.4×2)+0.24×0.6×(1.5-0.28-0.12)m31.307KL-640.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(2.3-0.12-0.12)+0.24×0.5×(4.8-0.12-0.28)+0.24×0.6×(1.5-0.28-0.12)m31.478KL-650.24×0.45×(5.9-0.12-0.28)+0.24×0.4×(2.3-0.12-0.12)m30.792 续表5.8温岭市新河派出所业务综合楼框架梁、连续梁、异形梁工程量计算表编号工程项目计　算　公　式m3工程数量备注KL-660.24×0.5×(4.8-0.28-0.12)+0.24×0.6×(1.5-0.28-0.12)m30.686KL-68异0.24×0.9×(41.8-0.12×2-0.4×10)+0.12×0.12×2×(41.8+0.25+0.25)m39.331KL-690.24×0.4×(3.8×4-0.12-0.12-0.3×3+3.8×3-0.15-0.12-0.3×2)+0.3×0.4×(3.8-0.15-0.15)+0.3×0.9×(3.8×3-0.15×2-0.24×2)m35.648KL-700.24×0.4×(3.8×3-0.12-0.15-0.3×2+3.8×3-0.15-0.12-0.3×2)+0.3×0.4×(3.8-0.15-0.15)×2+0.3×0.9×(3.8×3-0.15×2-0.24×2)m35.729KL-710.24×0.4×(3.8×6+4.6+3-0.12-0.15-0.3×3-0.15-0.12-0.3×3)+0.24×0.6×(3.8×3-0.15×2-0.4×2)m34.177LL-170.24×0.4×(41.8-0.12×2-0.24×8-0.3×2)m33.748LL-180.24×0.4×(3.8-0.12×2)m30.342LL-190.3×0.4×(3.8×4-0.12×2-0.3×2-0.24)m31.694LL-200.24×0.4×(4.6-0.12×2)×2m30.837LL-210.3×0.4×(3.8×5-0.12×2-0.24×2-0.3×2)m32.122LL-22异0.24×0.9×(3.8×5+0.58)×2+0.37×0.9×2.64+0.12×0.12×2×(41.8+0.12×2)m310.548 续表5.8温岭市新河派出所业务综合楼框架梁、连续梁、异形梁工程量计算表编号工程项目计　算　公　式单位工程数量备注屋面(标高20.9)矩形梁小计2.613+1.307+4.2+4.822+1.307+1.478+0.792+0.686+5.648+5.729+4.177+3.748+0.342+1.694+0.837+2.122m341.502屋面(标高20.9)异形梁小计3.171+9.331+10.548m323.05KL-960.24×0.4×(3.9-0.12-0.12)m30.351KL-970.24×0.4×(3.9-0.12-0.12)m30.351KL-980.3×0.4×(3.8-0.12-0.12)×3m31.282LL-160.24×0.35×(3.9-0.12-0.12-0.24)m30.287LL-180.24×0.4×(3.8-0.12-0.12)m30.342电梯井(标高21.9m)矩形梁小计0.351+0.351+1.282+0.287+0.342m32.613KL-730.24×0.4×(14.5+0.12×2-0.24×2-0.4×2)×4m35.169KL-740.24×0.4×(17.4+0.12×2-0.4×4)×2m33.08KL-760.24×0.4×(17.4+0.12×2-0.3×2-0.24×2)×2m33.18 续表5.8温岭市新河派出所业务综合楼框架梁、连续梁、异形梁工程量计算表编号工程项目计　算　公　式单位工程数量备注LL-240.24×0.4×(14.5-0.12×2-0.24×4)×4m35.107LL-250.24×0.4×(3-0.12×2)×18m34.769LL-260.24×0.4×(17.4+0.12×2-0.24×4)×2m33.203局部升高屋面(标高24.9)矩形梁小计5.169+3.08+3.18+5.107+4.769+3.203m324.508矩形梁合计29.199+27.047+27.963+30.758+31.882+41.502+2.613+24.508m3215.472异形梁合计20.026+22.308+20.066+20.066+20.066+23.05m3125.5824-165现浇砼矩形梁复合木模~支模高度3.6m280.602+259.922+12.905+257.769+21.078+277.691+257.021+112.299+235.522+25.111m21739.92(1)二层29.199×9.61m2280.602(2)三层(0.6以内)27.047×9.61m2259.922(3)四层(0.3以内)(0.216+0.924)×11.32m212.905(4)四层(0.6以内)26.823×9.61m2257.769(5)五层(0.3以内)(0.216+0.924+0.722)×11.32m221.078 续表5.8温岭市新河派出所业务综合楼框架梁、连续梁、异形梁工程量计算表编号工程项目计　算　公　式单位工程数量备注(6)五层(0.6以内)28.896×9.61m2277.691(7)屋面(0.6以内)26.7452×9.61m2257.021(8)屋面(0.6以上)(4.2+4.822+2.8674+2.8674)×7.61)m2112.299(9)局部升高屋面(0.6以内)24.508×9.61m2235.522(10)电梯井(0.6以内)2.613×9.61m225.1114-166现浇砼异形梁~支模高度3.6m175.628+195.641+175.979+175.979+175.979+202.149m21101.355(1)二层20.026×8.77m2175.628(2)三层22.308×8.77m2195.641(3)四层20.066×8.77m2175.979(4)五层20.066×8.77m2175.979(5)六层20.066×8.77m2175.979(6)屋面(41.8+0.25+0.25)×2+(14.5+0.28+0.12)×2+(41.8+0.12×2)×2m2198.48 5.9混凝土板工程量计算表表5.9温岭市新河派出所业务综合楼混凝土板工程量计算表编号工程项目计　算　公　式单位工程数量备注4-14换现浇现拌砼板浇捣^现浇现拌混凝土C25(40)47.461+51.849+51.96+88.472+88.654+48.738+0.467+18.015+3.211+2.49m3401.3171-4/A-D(3.8-0.12-0.12)×(5.9-0.12-0.12)×0.11×3m36.6494-5/A-B(1.4-0.12-0.12)×(2-0.12-0.12)×0.11m30.2254-5/B-C(1.4-0.12-0.12)×(2.4-0.12-0.12)×0.11m30.2764-5/C-D(1.4-0.12-0.12)×(1.5-0.12-0.12)×0.11m30.1615-6/A-B(2.4-0.12-0.12)×(2-0.12-0.12)×0.11m30.4185-6/C-D(2.4-0.12-0.12)×(1.5-0.12-0.12)×0.11m30.2996-16/A-D(3.8-0.12-0.12)×(5.9-0.12-0.12)×0.11×7m315.5151-16/D-E(3.8-0.12-0.12)×(2.3-0.12-0.12)×0.11×11m38.8741-3/E-G(3.8-0.12-0.12)×(4.8-0.12-0.12)×0.11×2m33.5719-12/E-G(3.8-0.12-0.12)×(4.8-0.12-0.12)×0.11×2m33.57112-15/E-G(4.6-0.12-0.12)×(4.8-0.12-0.12)×0.11m32.18715-16/E-G(3-0.12-0.12)×(4.8-0.12-0.12)×0.11m31.384 续表5.9温岭市新河派出所业务综合楼混凝土板工程量计算表编号工程项目计　算　公　式单位工程数量备注1-3/G-H(3.8-0.12-0.12)×(1.5-0.12-0.12)×0.11×2m30.9879-12/G-H(3.8-0.12-0.12)×(1.5-0.12-0.12)×0.11×2m30.98712-15/G-H(4.6-0.12-0.12)×(1.5-0.12-0.12)×0.11m30.60415-16/G-H(3-0.12-0.12)×(1.5-0.12-0.12)×0.11m30.3833-6/G-H(3.8-0.12-0.12)×(1.5-0.12-0.12)×2×0.11m30.98715-16/G-H(3-0.12-0.12)×(1.5-0.12-0.12)×0.11m30.383二层4.47m小计6.649+0.225+0.276+0.161+0.418+0.299+15.515+8.874+3.571+3.571+2.187+1.384+0.987+0.987+0.604+0.383+0.987+0.383m347.4611-4/A-D(3.8-0.12-0.12)×(5.9-0.12-0.12)×0.11×3m36.6494-5/A-B(1.4-0.12-0.12)×(2-0.12-0.12)×0.11m30.2254-5/B-C(1.4-0.12-0.12)×(2.4-0.12-0.12)×0.11m30.2765-6/A-B(2.4-0.12-0.12)×(2-0.12-0.12)×0.11m30.4185-6/C-D(2.4-0.12-0.12)×(1.5-0.12-0.12)×0.11m30.2994-5/C-D(1.4-0.12-0.12)×(1.5-0.12-0.12)×0.11m30.1616-16/A-D(3.8-0.12-0.12)×(5.9-0.12-0.12)×0.11×7m315.5151-16/D-E(3.8-0.12-0.12)×(2.3-0.12-0.12)×0.11×11m38.874 续表5.9温岭市新河派出所业务综合楼混凝土板工程量计算表编号工程项目计　算　公　式单位工程数量备注1-4/E-G(3.8-0.12-0.12)×(4.8-0.12-0.12)×0.11×3m35.3576-12/E-G(3.8-0.12-0.12)×(4.8-0.12-0.12)×0.11×5m38.92812-15/E-G(4.6-0.12-0.12)×(4.8-0.12-0.12)×0.11m32.1871-4/G-H(3.8-0.12-0.12)×(1.5-0.12-0.12)×0.11×3m31.489-15/G-H(3.8-0.12-0.12)×(1.5-0.12-0.12)×0.11×3m31.486-7/G-I(3.8-0.2-0.12)×(1.5-0.12-0.12)×0.1m30.4388-9/G-I(3.8-0.2-0.12)×(1.5-0.12-0.12)×0.1m30.4387-8/G-I(3.8-0.12-0.12)×(1.5-0.12-0.12)×0.1m30.449三层8.07m小计6.649+0.225+0.276+0.418+0.299+0.161+15.515+8.874+5.357+8.928+2.187+1.48+1.48m351.849三层8.07m(h=100)小计0.438+0.438+0.449m31.3251-4/A-D(3.8-0.12-0.12)×(5.9-0.12-0.12)×0.11×3m36.6496-16/A-D(3.8-0.12-0.12)×(5.9-0.12-0.12)×0.11×7m315.5151-16/D-E(3.8-0.12-0.12)×(2.3-0.12-0.12)×0.11×11m38.8741-4/E-G(3.8-0.12-0.12)×(4.8-0.12-0.12)×0.11×3m35.357 续表5.9温岭市新河派出所业务综合楼混凝土板工程量计算表编号工程项目计　算　公　式单位工程数量备注6-12/E-G(3.8-0.12-0.12)×(4.8-0.12-0.12)×0.11×5m38.92812-15/E-G(4.6-0.12-0.12)×(4.8-0.12-0.12)×0.11m32.1871-4/G-H(3.8-0.12-0.12)×(1.5-0.12-0.12)×0.11×3m31.489-12/G-H(3.8-0.12-0.12)×(1.5-0.12-0.12)×0.11×2m30.98712-15/G-H(4.6-0.12-0.12)×(1.5-0.12-0.12)×0.11m30.604四层11.27m小计6.649+0.225+0.276+0.418+0.299+0.161+15.515+8.874+5.357+8.928+2.187+1.48+0.987+0.604m351.961-4/A-1/B(3.8-0.12-0.12)×(4.1-0.12-0.075)×3m341.7054-5/A-B(1.4-0.12-0.12)×(2-0.12-0.12)×0.11m30.2254-5/B-C(1.4-0.12-0.12)×(2.4-0.12-0.12)×0.11m30.2765-6/A-B(2.4-0.12-0.12)×(2-0.12-0.12)×0.11m30.4185-6/C-D(2.4-0.12-0.12)×(1.5-0.12-0.12)×0.11m30.2994-5/C-D(1.4-0.12-0.12)×(1.5-0.12-0.12)×0.11m30.1616-16/A-1/B(3.8-0.12-0.12)×(4.1-0.12-0.075)×0.11×7m310.7041-4/1/B-D(2.4-0.12-0.075)×(1.8-0.12-0.075)×0.11×3+(1.4-0.12-0.075)×(1.8-0.12×0.075)×0.11×3m31.88 续表5.9温岭市新河派出所业务综合楼混凝土板工程量计算表编号工程项目计　算　公　式单位工程数量备注6-16/1/B-D(2.4-0.12-0.075)×(1.8-0.12-0.075)×0.11×7+(1.4-0.12-0.075)×(1.8-0.12×0.075)×0.11×7m34.3871-16/D-E(3.8-0.12-0.12)×(2.3-0.12-0.12)×0.11×11m38.8741-4/E-G(3.8-0.12-0.12)×(4.8-0.12-0.12)×0.11×3m35.3576-12/E-G(3.8-0.12-0.12)×(4.8-0.12-0.12)×0.11×5m38.92812-15/E-G(4.6-0.12-0.12)×(4.8-0.12-0.12)×0.11m32.1871-4/G-H(3.8-0.12-0.12)×(1.5-0.12-0.12)×0.11×3m31.489-12/G-H(3.8-0.12-0.12)×(1.5-0.12-0.12)×0.11×2m30.98712-15/G-H(4.6-0.12-0.12)×(1.5-0.12-0.12)×0.11m30.604五层14.47m小计41.705+0.225+0.276+0.418+0.299+0.161+10.704+1.88+4.387+8.874+5.357+8.928+2.187+1.48+0.987+0.604m388.4721-4/A-1/B(3.8-0.12-0.12)×(4.1-0.12-0.075)×3m341.7054-5/A-B(1.4-0.12-0.12)×(2-0.12-0.12)×0.11m30.2254-5/B-C(1.4-0.12-0.12)×(2.4-0.12-0.12)×0.11m30.2765-6/A-B(2.4-0.12-0.12)×(2-0.12-0.12)×0.11m30.4185-6/C-D(2.4-0.12-0.12)×(1.5-0.12-0.12)×0.11m30.299 续表5.9温岭市新河派出所业务综合楼混凝土板工程量计算表编号工程项目计　算　公　式单位工程数量备注4-5/C-D(1.4-0.12-0.12)×(1.5-0.12-0.12)×0.11m30.1616-9/A-D(3.8-0.12-0.12)×(5.9-0.12-0.12)×0.11×3m36.6499-16/A-1/B(3.8-0.12-0.12)×(4.1-0.12-0.075)×0.11×4m36.1171-4/1/B-D(2.4-0.12-0.075)×(1.8-0.12-0.075)×0.11×3+(1.4-0.12-0.075)×(1.8-0.12×0.075)×0.11×3m31.889-16/1/B-D(2.4-0.12-0.075)×(1.8-0.12-0.075)×0.11×4+(1.4-0.12-0.075)×(1.8-0.12×0.075)×0.11×4m32.5071-16/D-E(3.8-0.12-0.12)×(2.3-0.12-0.12)×0.11×11m38.8741-4/E-G(3.8-0.12-0.12)×(4.8-0.12-0.12)×0.11×3m35.3576-12/E-G(3.8-0.12-0.12)×(4.8-0.12-0.12)×0.11×5m38.92812-15/E-G(4.6-0.12-0.12)×(4.8-0.12-0.12)×0.11m32.1871-4/G-H(3.8-0.12-0.12)×(1.5-0.12-0.12)×0.11×3m31.489-12/G-H(3.8-0.12-0.12)×(1.5-0.12-0.12)×0.11×2m30.98712-15/G-H(4.6-0.12-0.12)×(1.5-0.12-0.12)×0.11m30.604六层17.67m小计41.705+0.225+0.276+0.418+0.299+0.161+6.649+6.117+1.88+2.507+8.874+5.357+8.928+2.187+1.48+0.987+0.604m388.6541-16/A-1/A(3.8-0.12-0.12)×(0.8-0.12-0.12)×0.12×11m32.632 续表5.9温岭市新河派出所业务综合楼混凝土板工程量计算表编号工程项目计　算　公　式单位工程数量备注1-4/1/A-D(3.8-0.12-0.12)×(5.1-0.12-0.12)×0.12×3m36.2294-6/1/A-B(3.8-0.12-0.12)×(1.2-0.12-0.12)×0.12m30.416-7/B-1/B(3.8-0.12-0.15)×(2.2-0.12-0.15)×0.12m30.8187-8/B-1/B(3.8-0.15-0.15)×(2.2-0.12-0.15)×0.12m30.8118-9/B-1/B(3.8-0.12-0.15)×(2.2-0.12-0.15)×0.12m30.8189-10/B-1/B(3.8-0.12-0.12)×(2.2-0.12-0.15)×0.12m30.8249-10/1/B-D(3.8-0.12-0.12)×(2.9-0.15-0.15)×0.12m31.11110-16/A-D(3.8-0.12-0.12)×(5.1-0.12-0.12)×0.12×3m36.2291-4/D-E(3.8-0.12-0.12)×(2.3-0.12-0.12)×0.12×3m32.644-6/D-E(3.8-0.12-0.12)×(2.3-0.12-0.15)×0.12m30.8679-10/D-E(3.8-0.12-0.12)×(2.3-0.15-0.15)×0.12m30.85410-16/D-E(3.8-0.12-0.12)×(2.3-0.12-0.12)×0.12×3m32.641-4/E-G(3.8-0.12-0.12)×(4.8-0.12-0.12)×0.12×3m35.8444-6/1/E-G,9-10/1/E-G(3.8-0.12-0.12)×(1.5-0.15-0.12)×0.12×2m31.0516-7/1/E-G,8-9/1/E-G(3.8-0.12-0.15)×(1.5-0.15-0.12)×0.12×2m31.0424-6/E-1/E,9-10/E-1/E(3.8-0.12-0.12)×(3.3-0.15-0.15)×0.12×2m32.563 续表5.9温岭市新河派出所业务综合楼混凝土板工程量计算表编号工程项目计　算　公　式单位工程数量备注10-12/E-G(3.8-0.12-0.12)×(4.8-0.12-0.12)×0.12m31.94812-15/E-F(4.6-0.12-0.12)×(1.8-0.12-0.12)×0.12m30.81612-15/F-1/F(4.6-0.12-0.12)×(1-0.12-0.12)×0.12m30.39812-15/1/F-G(4.6-0.12-0.12)×(2-0.12-0.12)×0.12m30.92115-16/E-F(3-0.12-0.12)×(1.8-0.12-0.12)×0.12m30.51715-16/F-1/F(3-0.12-0.12)×(1-0.12-0.12)×0.12m30.25215-16/1/F-G(3-0.12-0.12)×(2-0.12-0.12)×0.12m30.5831-12/G-H(3.8-0.12-0.12)×(1.5-0.12-0.12)×0.12×9m34.84412-15/G-H(4.6-0.12-0.12)×(1.5-0.12-0.12)×0.12m30.65915-16/G-H(3-0.12-0.12)×(1.5-0.12-0.12)×0.12m30.417屋面20.9m小计2.632+6.229+0.41+0.818+0.811+0.818+0.824+1.111+6.229+2.64+0.867+0.854+2.64+5.844+1.051+1.042+2.563+1.948+0.816+0.398+0.921+0.517+0.252+0.583+4.844+0.659+0.417m348.738 续表5.9温岭市新河派出所业务综合楼混凝土板工程量计算表编号工程项目计　算　公　式单位工程数量备注4-6/B-D(3.8-0.12-0.12)×(3.9-0.15-0.15)×0.12-(3.8-0.12-0.12)×0.24-(3.8-0.12-0.12)×0.3×0.12-(1-0.15-0.15+1.4-0.15-0.12+1.5-0.12-0.15)×0.24×0.12m30.467电梯井21.9m0.467m30.4671/5-6/A-1/A(1.5-0.12-0.12)×(3-0.12-0.12)×0.12×2m30.8351/5-6/1/A-D(1.5-0.12-0.12)×(2.9-0.12-0.12)×0.12×2m30.8046-9/1/A-D(3.8-0.12-0.12)×(2.9-0.12-0.12)×0.12×3m33.4099-1/9/A-1/A(1.5-0.12-0.12)×(3-0.12-0.12)×0.12×2m30.8359-1/9/A-1/A(1.5-0.12-0.12)×(2.9-0.12-0.12)×0.12×2m30.8041/5-6/D-E(1.5-0.12-0.12)×(2.3-0.12-0.12)×0.12×2m30.6236-9/D-E(3.8-0.12-0.12)×(2.3-0.12-0.12)×0.12×3m32.649-1/9/D-D-E(1.5-0.12-0.12)×(2.3-0.12-0.12)×0.12×2m30.6231/5-6/E-1/E(1.5-0.12-0.12)×(3.3-0.12-0.12)×0.12×2m30.925 续表5.9温岭市新河派出所业务综合楼混凝土板工程量计算表编号工程项目计　算　公　式单位工程数量备注6-9/E-1/E(3.8-0.12-0.12)×(3.3-0.12-0.12)×0.12×3m33.9229-1/9/E-1/E(1.5-0.12-0.12)×(3.3-0.12-0.12)×0.12×2m30.9251/5-6/G-H(1.5-0.12-0.12)×(3-0.12-0.12)×0.12×2m30.8359-1/9/G-H(1.5-0.12-0.12)×(3-0.12-0.12)×0.12×2m30.835局部升高屋面(24.9m)小计0.835+0.804+3.409+0.835+0.804+0.623+2.64+0.623+0.925+3.922+0.925+0.835+0.835m318.0151号楼梯板(1.88-0.12-0.12)×(3.8-0.12-0.12)×0.11×5m33.2112号楼梯板(1.88-0.12-0.12)×(3-0.12-0.12)×0.11×5m32.494-174现浇砼板复合木模~支模高度3.6m(47.461+51.849+51.96+88.472+88.654+48.738+0.467+18.015+3.211+2.49)×(8.56+0.438+0.438+0.449)×11.2m244430.6084-180现浇砼板支模超高每增加1m(47.461+18.015)×8.56m2560.475 5.10混凝土楼梯工程量计算表表5.10温岭市新河派出所业务综合楼混凝土楼梯工程量计算表编号工程项目计　算　公　式单位工程数量备注4-22换现浇现拌砼楼梯(直形)浇捣^现浇现拌混凝土C25(40)75.272+69.009m2144.2811号楼梯(4.47m)(6-0.12)×(1.62-0.12)+(0.36+1.82+1.62)×(1.88-0.12)+1.3×(1.62-0.12)m217.4581号楼梯(4.47m-17.76m)(4.8+1.5-0.12-1.88-0.12-0.12)×(3.8-0.12-0.12)×4m257.8141号楼梯17.458+57.814m275.2722号楼梯(4.47m)(4.8-0.12-0.12)×(3-0.12-0.12)×2-(1.35-0.12)×(2.15-1.35)m224.1872号楼梯(4.47m-17.76m)(4.8+1.5-0.12-1.88-0.12-0.12)×(3-0.12-0.12)×4m244.8222号楼梯24.187+44.822m269.0094-189现浇砼楼梯直行75.272+69.009m2144.2815.11阳台雨棚工程量计算表表5.11温岭市新河派出所业务综合楼阳台雨棚工程量计算表编号工程项目计　算　公　式单位工程数量备注4-24换现浇现拌砼雨蓬浇捣^现浇现拌混凝土C25(40)0.27×2.64×0.12+0.4×5.1×2×0.12+(3.8-0.72+3.8×3+0.12+3.8×3+0.12)×0.2×0.12+0.2×(14.5+0.28+0.12)×0.12×2+0.2×(41.8+0.25+0.25)×0.12m32.9324-193现浇砼全悬挑阳台、雨篷0.27×2.64×0.12+0.4×5.1×2×0.12+(3.8-0.72+3.8×3+0.12+3.8×3+0.12)×0.2×0.12+0.2×(14.5+0.28+0.12)×0.12×2+0.2×(41.8+0.25+0.25)×0.12m22.932 5.12小型构件工程量计算表表5.12温岭市新河派出所业务综合楼小型构件工程量计算表编号工程项目计　算　公　式单位工程数量备注4-28换现浇现拌砼小型构件浇捣^现浇现拌混凝土C25(40)16.488+1.994m318.482A轴一层0.12×0.32×(3.48×2+3.4×6)m31.051A轴二-六层0.12×0.32×(3.48×2+3.4×9)×5m37.2121轴,16轴0.12×0.32×(1.5+1.8)×5×2m31.267G轴一层0.12×0.32×3.4×6m30.783H轴二层0.12×0.32×(3.4×4+5.2×2)m30.922H轴三-六层0.12×0.32×(3.4×7+5.2×2)×4m35.253墙上窗台板小计1.051+7.212+1.267+0.783+0.922+5.253m316.488压顶,22.4m0.06×0.32×(41.8+14.5×2+3.8×4×2)m31.943压顶,23.1m0.06×0.32×2.64m30.051压顶小计1.943+0.051m31.9944-199现浇砼小型构件模板144.27+18.205m2162.475墙上窗台板(1.051+7.212+1.267+0.783+0.922+5.253)×8.75m2144.27压顶(1.943+0.051)×9.13m218.205 5.13通风道工程量计算表表5.13温岭市新河派出所业务综合楼通风道工程量计算表编号工程项目计　算　公　式单位工程数量备注4-487成品排烟(气)道安装(3.2+3.2)×10m644-488成品排烟(气)帽安装10座105.14钢筋工程量计算表表5.14温岭市新河派出所业务综合楼钢筋工程量计算表编号工程项目计　算　公　式单位工程数量备注4-416现浇构件圆钢35.709t35.7094-417现浇构件螺纹钢126.895t126.8954-421桩钢筋笼圆钢7.497t7.4974-422桩钢筋笼螺纹钢32.844t32.844 5.15附属及其他工程量计算表表5.15温岭市新河派出所业务综合楼附属及其他工程量计算表编号工程项目计　算　公　式单位工程数量备注9-41地砖面层大便坑^C10(40)5+6+6+6+3+6只32一层5只5二层6只6三层6只6四层6只6五层3只3六层6只69-58砼墙脚护坡^C10(40)(13+41.8+13+3.8×4+2.5+3.8×3+1×2+2.4+0.2+3.8+1.5+3.8×4)×0.6m273.29-66混凝土台阶^C15(40)(3.8×3+1×2)×0.3+3.8×3×0.3+2.3×(1.4+0.3)×2+(3.8-0.2×2)×(1.4+0.3)m221.0410-86楼梯踏步嵌条铜嵌条（台阶）3×2×(2.3-0.15)×2+2×2×(3.8-0.2×2-0.15)+1×2×(3.8×3+2-0.15)+1×2×(3.8×3-0.15)m87.815-92石材磨小圆边（台阶）3×(2.3-0.15)×2+2×(3.8-0.2×2-0.15)+1×(3.8×3+2-0.15)+1×(3.8×3-0.15)m43.99-68防滑坡道^C15(40)3.8×1m23.810-3水泥砂浆楼地面~厚20mm3.8×1m23.8 5.16楼梯工程量计算表表5.16温岭市新河派出所业务综合楼楼梯工程量计算表编号工程项目计　算　公　式单位工程数量备注10-80花岗岩楼梯面75.272+69.009m2144.28110-86楼梯踏步嵌条铜嵌条(15+6+9+11×2+10×6)×2×1.2+(6+7×3+11×2+10×6)×2×1m486.810-95不锈钢栏杆114.465+7.6+8.76m130.825楼梯栏杆58.785+55.68m114.4651号楼梯栏杆(3.38+1.5+1.82+3.0×8)×1.15+2.54+0.66×8+2.06+3.4×4m58.7852号楼梯栏杆(1.3+2.3×3+3.84+3.08×7)×1.15+0.4×11+1.6+2.76×4m55.68防滑坡道栏杆3.8×2m7.6屋顶栏杆(3.8+0.58)×2m8.7615-92石材磨小圆边（楼梯）(15+6+9+11×2+10×6)×1.5+(6+7+7+7+11×2+10×6)×1.5m331.5 5.17踢脚线工程量计算表表5.17温岭市新河派出所业务综合楼踢脚线工程量计算表编号工程项目计　算　公　式单位工程数量备注10-65踢脚线花岗岩(27.197+15.071+12.126+6.42)×0.12m27.298楼梯踢脚线15.071+12.126m227.1971号楼梯(3.38+1.3+1.82+2.52×8)×0.12+26.66×0.16/2+(1.5×2+1.76+1.5+4.04-1.5+0.2×2+1.76)×0.12+(1.76×2+3.56+0.2×2-1.5)×4×0.12+1.78×2×4×0.12+3.56×0.27×4m215.0712号楼梯(1.56+1.82×3+2.86+3.08×7)×0.12+31.44×0.16/2+1.35+1.85×0.12+(2.76+1.35+1.75+1.85+1.23×2)×0.12+(1.89-0.12)×0.12+(1.35-0.12)×0.12+(1.88-0.12)×2×4×0.12+(3-0.12×2-1.5+0.2×2)×5×0.12m212.126踏步踢脚线2.3×0.15×2×2+(3.8-0.2×2)×0.15×2+(3.8×3+1×2)×0.15×2m26.4210-66踢脚线地砖(89.015+81.76+73+75+67.5+75.2)×0.12m255.377一层3.8×2-0.12+4.8×2+0.37-0.24+0.3-0.24+3.8×3+1.4-0.12+5.9+0.37-0.24+4.8×2+5.9×2+3.8×2+0.15×2-1.5+0.12×2+3.8×2+0.2×2+5.8-1.5+0.24×2+3.8×4+0.055-1×4+0.12×2×4m289.015二层37.2-0.12×2+2-1.5×2-1.5×2-1+3.8×3+1.4-1×3+3.8×7-1×7+1.5×2+1.2+0.24×2+2.4+2×2-0.8+3.8×2-0.12×2+1.38×2m281.76三层37.2-0.12×2+2-1.5×4-1×3+3.8×3+1.4-1.5×2+3.8×7-0.12×2-1.5×4-1+1.5×2+2.4+0.24×2+2×2+2.4×2-0.8m273四层37.2-0.12×2+2-1.5×3-1×4+3.8×3+1.4-1.5×2+3.8×7-0.12×2-1.5×3-1+1.5×2+2.4+0.24×2+2×2+2.4×2-0.8m275 续表5.17温岭市新河派出所业务综合楼踢脚线工程量计算表编号工程项目计　算　公　式单位工程数量备注五层37.2-0.12×2+2-1.5×3-1.5×2-1×7+3.8×3+1.4-1×3+3.8×7-0.12×2-1×7+1.5×2+2.4+0.24×2+2×2+2.4×2-0.8m267.5六层3.8×4-0.12×2-1×3-1.5+4.8×2+3.8×3+3.8×2+2+3-1×2-1.5+3.8×3+1.4-0.12-1×3+3.8×4-0.12-1×4+1.5×2+2.4+0.24×2+2×2+2.4×2-0.8m275.210-74踢脚线塑料板(装配式)(75.02+207.93+220.16+214.68+317.72+217)×0.12m2150.301一层4.8-1+0.12×2+3.8×2+4.8+5.9×8+(0.3-0.24)×3+3.8×4-1×4m275.02二层6.3×4+(0.4-0.24)×2+0.3-0.24+6.3×2+(0.4-0.24)×3+0.3-0.24+3.8-1+0.12×2+5.9×4-0.8+0.13+0.06+(3.8×3+1.4)×2-0.12+0.28+0.33×6-1×3+0.12×2×3+5.9×12+3.8×7×2-0.12×4×2-1×7+0.12×2×7m2207.93三层3.8×3-0.12×2+6.3×2+3.8×3+0.28×2×2-1.5×2+0.24×2×2+4.8×4+3.8×2+0.12×2-1×2+0.12×2×2+3.8×2+6.3×2-1+0.12×2+5.9×4-0.8+0.12×2+(3.8×3+1.4)×2-0.12×2-1.5×2+0.12×2×2+0.28×3×2+5.9×8+(3.8×7-0.12×2)×2-0.12×3×2-1.5×4-1+0.12×2×5m2220.16四层3.8×3-0.12×2+6.3×2+3.8×3-1.5+0.06×2+0.24×2+(3.8×3-0.12)×3-0.12×2×2-1×3+0.12×2×3+6.3×2+3.8×2+(0.3-0.12)×2+0.3-0.12-1+0.12×2+5.9×4-0.8+0.24×2+(3.8×3+1.4)×2-1.5×2+0.12×2×2+0.28×2×2+5.9×6+(3.8×7-0.12×2)×2-0.28×2×2-0.13×2-0.16×2-1.5×3-1+0.12×2×4m2214.68五层6.3×6+0.18×2×2+0.06×2+(3.8×3-0.12×2)×2-0.12×2×2-1×3+4.8×6+3.8×3×2-0.12×2×2-1×3+0.12×2×6+5.9×6-0.8×4+0.12×2×4+(3.8×3+1.4)×2-0.12×2×2-1×3+0.12×2×3+(3.8×7-0.12×2)×2-0.12×6+5.9×14-0.8×7+0.12×2×7+2.4×10m2317.72六层6.3×6+0.18×2×2+0.06×2+(3.8×3-0.12×2)×2-0.12×2×2-1×3+6.3×4+(0.4-0.12)×4+3.8×2-0.12×2-1×2+0.12×5×2+5.9×6-0.8×4+0.12×2×4+(3.8×3+1.4)×2-0.12×2×2-1×3+0.12×2×3+5.9×8-0.8×4+(3.8×4-0.12×2)×2-0.12×4×2-1×4+0.12×2×7m2217 5.18楼地面工程量计算表表5.18温岭市新河派出所业务综合楼楼地面工程量计算表编号工程项目计　算　公　式单位工程数量备注10-17花岗岩楼地面湿铺水泥砂浆71.05+51.824+21.04+2.178m2146.092一层(3.8×3)×(1-0.3)+(3.8×3-0.2×2)×1.5+(3.8×2-0.12×2)×(4.8-0.12-0.12)+(3-0.12×2)×4.8-0.12×2m271.05二层~六层(楼梯平台)(1.88-0.12-0.12)×(3.8-0.12-0.12)×5+(1.88-0.12-0.12)×(3-0.12-0.12)×5m251.824台阶面层(3.8×3+1×2)×0.3+3.8×3×0.3+2.3×(1.4+0.3)×2+(3.8-0.2×2)×(1.4+0.3)m221.04踏步侧面(1.4+0.3)×0.15×2×2+1.4×0.15×2×2+(1.4+0.3)×0.15+1.4×0.3×0.15m22.17810-31地砖楼地面周长2400mm以内密缝331.774+118.794+104.828+104.828+104.828+222.817+33.35+44.69+44.69+44.69+107.414+46.406m21309.109一层(3.8×2-0.12)×(4.8-0.12)+(3.8×3+1.4-0.12-0.12)×(5.9-0.12)+(3.8×3-0.12)×4.8+(3.8×3-0.12)×(5.9-0.12)+2.3×41.8+2.4×1.5+0.24×1.2+2×2.4m2331.774二层2.3×41.8+2.4×1.5+0.24×1.2+2×2.4+(3.8×2-0.12×2)×(1.5-0.12)+(3-0.12×2)×(1.5-0.12)m2118.794三层2.3×41.8+2.4×1.5+0.24×1.2+2×2.4m2104.828四层2.3×41.8+2.4×1.5+0.24×1.2+2×2.4m2104.828五层2.3×41.8+2.4×1.5+0.24×1.2+2×2.4m2104.828六层(3.8×3-0.12)×(4.8-0.12)+(3.8×3-0.12)×(5.9-0.12)+2.3×41.8+2.4×1.5+0.24×1.2+2×2.4m2222.817厕所一层(3.8+4.6-0.12)×(4.8-0.12)-5×1.2×0.9m233.35厕所二层(3.8+4.6-0.12)×(4.8+1.5-0.12)-6×1.2×0.9m244.69 续表5.18温岭市新河派出所业务综合楼楼地面工程量计算表编号工程项目计　算　公　式单位工程数量备注厕所三层(3.8+4.6-0.12)×(4.8+1.5-0.12)-6×1.2×0.9m244.69厕所四层(3.8+4.6-0.12)×(4.8+1.5-0.12)-6×1.2×0.9m244.69厕所五层(3.8×2+4.6-0.12)×(4.8+1.5-0.12)+2.4×1.5×10-3×1.2×0.9m2107.414厕所六层(4.6-0.12)×(4.8+1.5-0.12)+2.4×1.5×7-6×1.2×0.9m246.40610-56混凝土面上铺长条复合地板104.946+295.266+370.692+370.692+310.717+251.19m21703.503一层3.8×(4.8-0.12)+(3.8×4-0.12)×(5.9-0.12)m2104.946二层(3.8×2-0.12×2)×(4.8+1.5-0.12)+(3.8×3+1.4)×(5.9-0.12)+(3.8×7-0.12)×(5.9-0.12)+(3.8-0.12)×(4.8+1.5-0.12)m2295.266三层(3.8×3-0.12×2)×(4.8+1.5-0.12)+(3.8×3+1.4-0.12-0.12)×(5.9-0.12)+(3.8×3-0.12)×(4.8-0.12)+(3.8-0.12×0.12)×(4.8+1.5-0.15)+(3.8×7-0.12)×(5.9-0.12)m2370.692四层(3.8×3-0.12×2)×(4.8+1.5-0.12)+(3.8×3+1.4-0.12-0.12)×(5.9-0.12)+(3.8×3-0.12)×(4.8-0.12)+(3.8-0.12×0.12)×(4.8+1.5-0.15)+(3.8×7-0.12)×(5.9-0.12)m2370.692五层(3.8×3-0.12×2)×(4.8+1.5-0.12)+(3.8×3-0.12)×(4.8-0.12)+(3.8×3+1.4-0.12×2+3.8×7-0.12×2)×(5.9-0.12)-2.4×1.5×10m2310.717六层(3.8×3-0.12×2)×(4.8+1.5-0.12)+3.8×2×(4.8+1.5-0.12)+(3.8×3+1.4-0.12)×(5.9-0.12)+(3.8×4-0.12)×(5.9-0.12)-2.4×1.5×7m2251.193-9碎石干铺垫层(71.05+331.774+104.946)×0.08m340.622花岗石面层(3.8×3)×(1-0.3)+(3.8×3-0.2×2)×1.5+(3.8×2-0.12×2)×(4.8-0.12-0.12)+(3-0.12×2)×4.8-0.12×2m371.05 续表5.18温岭市新河派出所业务综合楼楼地面工程量计算表编号工程项目计　算　公　式单位工程数量备注地面砖面层(3.8×2-0.12)×(4.8-0.12)+(3.8×3+1.4-0.12-0.12)×(5.9-0.12)+(3.8×3-0.12)×4.8+(3.8×3-0.12)×(5.9-0.12)+2.3×41.8+2.4×1.5+0.24×1.2+2×2.4m3331.774木地板面层3.8×(4.8-0.12)+(3.8×4-0.12)×(5.9-0.12)m3104.9464-1换现浇现拌砼基础垫层浇捣^现浇现拌混凝土C15(40)(71.05+331.774+104.946)×0.07m335.54410-1水泥砂浆找平层~厚20mm108.224+102.115+114.407+114.407+114.957+114.447+99.693m2768.25一层(71.05+331.774+33.35+104.946)×0.2m3108.224二层(51.824+118.794+44.69+295.266)×0.2m3102.115三层(51.824+104.828+44.69+370.692)×0.2m3114.407四层(51.824+104.828+44.69+370.692)×0.2m3114.407五层(51.824+104.828+107.414+310.717)×0.2m3114.957六层(51.824+222.817+46.406+251.19)×0.2m3114.447屋面(258.378+14.82+194.35+30.916)×0.2m399.693标高20.9m处(3.8-0.12)×3×(14.5-1.5-0.8+0.12×2)+3.8×(6.1+0.12)+3.8×(2-0.8+0.12)+3.8×3×3+3.8×3×(3+0.12)+(3.8×4-0.12)×1.5m3258.378标高21.9m处3.8×3.9m314.82标高24.9m处(3.8×3+3.12×2)×(13-1.5-3+3.12×2)-2.88×3.8×3×2m3194.35标高6.82m处(3.8×3+0.4)×2.62m330.91611-55水泥砂浆粘贴墙面瓷砖(周长1200mm以内)163.568+148.328+131.376+131.376+379.992+71.408m21026.048 续表5.18温岭市新河派出所业务综合楼楼地面工程量计算表编号工程项目计　算　公　式单位工程数量备注一层(4.8-0.12-0.06)×(4.5-0.4)×4+(3.8+4.6)×(4.5-0.4)+3.8×(4.5-0.4)+2×(4.5-0.4)+5.6×(4.5-0.4)×2-1×2.1×3-3.4×3×2+0.5×(1+2.1×2)×3+0.1×(3.4×2+3×2)×2m2163.568二层(6.3-0.18)×(3.6-0.4)×4+8.4×(3.6-0.4)+(3.8+2+4.6-0.18)×(3.6-0.4)-1×2.1×2-3.4×2.1-1.8×2.1-0.52×2.1+0.5×(1+2.1×2)×2+1×(3.4+2.1)×2+1×(1.8+2.1)×2+1×(0.52+2.1)m2148.328三层(6.3-0.18)×(3.2-0.4)×4+8.4×(3.2-0.4)+(3.8+2+4.6-0.18)×(3.2-0.4)-1×2.1×2-3.4×1.7-1.8×1.7-0.52×1.7+0.5×(1+2.1×2)×2+1×(3.4+1.7)×2+1×(1.8+1.7)×2+1×(0.52+1.7)m2131.376四层(6.3-0.18)×(3.2-0.4)×4+8.4×(3.2-0.4)+(3.8+2+4.6-0.18)×(3.2-0.4)-1×2.1×2-3.4×1.7-1.8×1.7-0.52×1.7+0.5×(1+2.1×2)×2+1×(3.4+1.7)×2+1×(1.8+1.7)×2+1×(0.52+1.7)m2131.376五层(6.3-0.18)×(3.2-0.4)×6+(3.8×2×2+4.6×2+2)×(3.2-0.4)-1×2.1×3-3.4×1.7×2-1.8×1.7-0.52×1.7+0.5×(1+2.1×2)×2+1×(3.4+1.7)×2+1×(1.8+1.7)+1×(0.52+1.7)+(1.5×2+2.4×2)×(3.2-0.4)×9-0.8×2.1×9+0.5×(0.8+2.1×2)×9m2379.992六层(6.3-0.18)×(3.2-0.4)×2+(4.6×2+2)×(3.2-0.4)-1×2.1-1.8×1.7-0.52×1.7+0.5×(1+2.1×2)+1×(1.8+1.7)×2+(0.52+1.7)m271.408 5.19楼屋面工程量计算表表5.19温岭市新河派出所业务综合楼屋面工程量计算表编号工程项目计　算　公　式单位工程数量备注7-57热熔法防水卷材改性沥青平面269.478+14.82+194.35+14.42+108.83m2601.898标高20.9m处(3.8-0.12)×3×(14.5-1.5-0.8+0.12×2)+3.8×(6.1+0.12)+3.8×(2-0.8+0.12)+3.8×3×3+3.8×3×(3+0.12)+(3.8×4-0.12)×1.5+14.5×2×0.25+(3.8+3.9)×2×0.25m2269.478标高21.9m处3.8×3.9m214.82标高24.9m处(3.8×3+3.12×2)×(13-1.5-3+3.12×2)-2.88×3.8×3×2m2194.35标高6.82m处(3.8×3+0.4)+2.62m214.42檐沟41.8×(0.8+1.5)+(1.5-0.12)×0.28×22+(0.8-0.12)×0.28×22m2108.838-34屋面聚苯乙烯泡沫保温板258.378+14.82+194.35+30.916+96.14m2594.604标高20.9m处(3.8-0.12)×3×(14.5-1.5-0.8+0.12×2)+3.8×(6.1+0.12)+3.8×(2-0.8+0.12)+3.8×3×3+3.8×3×(3+0.12)+(3.8×4-0.12)×1.5m2258.378标高21.9m处3.8×3.9m214.82标高24.9m处(3.8×3+3.12×2)×(13-1.5-3+3.12×2)-2.88×3.8×3×2m2194.35标高6.82m处(3.8×3+0.4)×2.62m230.916檐沟41.8×(0.8+1.5)m296.14 续表5.19温岭市新河派出所业务综合楼屋面工程量计算表编号工程项目计　算　公　式单位工程数量备注8-23墙柱面增加一层网格布抗裂砂浆2厚258.378+14.82+194.35+30.916+96.14m2594.604标高20.9m处(3.8-0.12)×3×(14.5-1.5-0.8+0.12×2)+3.8×(6.1+0.12)+3.8×(2-0.8+0.12)+3.8×3×3+3.8×3×(3+0.12)+(3.8×4-0.12)×1.5m2258.378标高21.9m处3.8×3.9m214.82标高24.9m处(3.8×3+3.12×2)×(13-1.5-3+3.12×2)-2.88×3.8×3×2m2194.35标高6.82m处(3.8×3+0.4)×2.62m230.916檐沟41.8×(0.8+1.5)m296.147-1换屋面细石砼防水层~厚4cm^现浇现拌混凝土C25(20)258.378+14.82+194.35+30.916+96.14m2594.604标高20.9m处(3.8-0.12)×3×(14.5-1.5-0.8+0.12×2)+3.8×(6.1+0.12)+3.8×(2-0.8+0.12)+3.8×3×3+3.8×3×(3+0.12)+(3.8×4-0.12)×1.5m2258.378标高21.9m处3.8×3.9m214.82标高24.9m处(3.8×3+3.12×2)×(13-1.5-3+3.12×2)-2.88×3.8×3×2m2194.35标高6.82m处(3.8×3+0.4)×2.62m230.916檐沟41.8×(0.8+1.5)m296.14 续表5.19温岭市新河派出所业务综合楼屋面工程量计算表编号工程项目计　算　公　式单位工程数量备注7-2换屋面细石砼防水层每增减1cm^现浇现拌混凝土C25(20)258.378+14.82+194.35+30.916m2498.4647-10屋面保温检查洞盖1个17-75水乳型防水涂料JS厚1.5mm以内平面96.14m296.14檐沟41.8×(0.8+1.5)m296.147-85沥青缝断面30×150mm213×5+(13-3.9)+3.8×4×2m104.511-29阳台、雨篷抹水泥砂浆~(41.8-3.8×2-0.72×2+41.8)×0.2+(3.8×2+0.72×2)×0.4+14.5×2×0.2m224.32811-31混凝土檐沟抹水泥砂浆~41.8×1.5/0.5+41.8×0.8/0.5m192.28 5.20外墙抹灰工程量计算表表5.20温岭市新河派出所业务综合楼外墙抹灰工程量计算表编号工程项目计　算　公　式单位工程数量备注8-1墙柱面聚苯颗粒保温砂浆~25厚286.634+257.678+259.379+257.896+257.896+257.896+90.696m21668.075一层（13+0.24)×2×(4.5-0.11)+(41.8+0.24)×(4.5-0.11)+(3.8×4×2+2.62×2)×(4.5-0.11)-2×3×2-3.4×3×6-2.4×3×10-2.06×3.9×2-2.4×3.9m2286.634二层(14.5+0.24)×2×(3.6-0.11)+(41.8+0.24)×(3.6-0.11)+(3.8×4×2+1.12×2)×(3.6-0.11)-2.4×2.1×11-3.4×2.1×6-1.8×2.1×2m2257.678三层(14.5+0.24)×2×(3.2-0.11)+(41.8+0.24)×(3.2-0.11)+3.8×4×2×(3.2-0.11)+3.8×3×(3.2-0.11)-3.4×1.7×6-1.8×1.7×2-2.4×1.7×11-1.5×1.7×2m2259.379四层(14.5+0.24)×2×(3.2-0.11)+(41.8-0.24)×(3.2-0.11)+3.8×4×2×(3.2-0.11)+3.8×3×(3.2-0.11)-3.4×1.7×6-1.8×1.7×2-2.4×1.7×11-1.5×1.7×2m2257.896五层(14.5+0.24)×2×(3.2-0.11)+(41.8-0.24)×(3.2-0.11)+3.8×4×2×(3.2-0.11)+3.8×3×(3.2-0.11)-3.4×1.7×6-1.8×1.7×2-2.4×1.7×11-1.5×1.7×2m2257.896六层(14.5+0.24)×2×(3.2-0.11)+(41.8-0.24)×(3.2-0.11)+3.8×4×2×(3.2-0.11)+3.8×3×(3.2-0.11)-3.4×1.7×6-1.8×1.7×2-2.4×1.7×11-1.5×1.7×2m2257.896柱侧(0.4-0.24)×12×2×20.9+(0.4-0.24)×5×2×4.5+0.4×8.1m290.6968-22墙柱面耐碱玻纤网格布抗裂砂浆4厚286.634+257.678+259.379+257.896+257.896+257.896+90.696m21668.07511-39干粉型界面剂抹灰286.634+257.678+259.379+257.896+257.896+257.896+90.696m21668.07511-2墙面水泥砂浆抹灰~14+6mm233.472+9.715+163.72m2406.907 续表5.20温岭市新河派出所业务综合楼外墙抹灰工程量计算表编号工程项目计　算　公　式单位工程数量备注女儿墙(240墙)(3.8×4+0.12×2)×2×(1.5-0.3-0.06)×2+(14.5+0.12×2)×2×(1.5-0.3-0.06)×2+(41.8+0.12×2)×(1.5-0.3-0.06)×2m2233.472女儿墙(370墙)2.64×(2.2-0.3-0.06)×2m29.715屋顶侧面(11.4×2+8.5×2)-0.12×2+(1.5+0.5)/2×4×2×16-0.12×2×16m2163.72 5.21内墙抹灰工程量计算表表5.21温岭市新河派出所业务综合楼内墙抹灰工程量计算表编号工程项目计　算　公　式单位工程数量备注11-3墙面混合砂浆抹灰~14+6mm350.061+456.694+362.904+356.706+581.649+460.881m22568.895[3](4.8-0.12-0.38)×(4.5-0.5)m217.2[6](4.8-0.38-0.12)×(4.5-0.4)m217.63[15](4.8-0.38-0.25)×(4.5-0.6)m216.263[E](3.8×2-0.15-0.175-0.3)×(4.5-0.4)-1.5×2.1+(3-0.15-0.12)×(4.5-0.4)-1.5×2.1m233.491[9](5.9-0.12-0.38)×(4.5-0.11)+(4.8-0.12-0.38)×(4.5-0.11)-1×2.1m240.483[10](5.9-0.12-0.38)×(4.5-0.11)+(4.8-0.38-0.12)×(4.5-0.11)m242.583[12](5.9-0.12-0.38)×(4.5-0.11)+(1.8-0.38)×(4.5-0.11)-1×2.1m227.84[11][13](3-0.12)×(4.5-0.11)×2m225.286[14](5.9-0.12-0.38)×(4.5-0.11)m223.706[B](15.2-0.175-0.3×3-0.12)×(4.5-0.11)-1×2.1×4m253.082[E](3.8×2+2-0.175-0.15-0.3×2)×(4.5-0.11)m238.083[F](4.6-0.12-0.12-0.12)×(4.5-0.11)-1×2.1-1×2.1m214.414 续表5.21温岭市新河派出所业务综合楼内墙抹灰工程量计算表编号工程项目计　算　公　式单位工程数量备注一层小计17.2+17.63+16.263+33.491+40.483+42.583+27.84+25.286+23.706+53.082+38.083+14.414m2350.061[3](4.8-0.33-0.12)×(3.6-0.4)+(1.5-0.28-0.12)×(4.5-0.57)m218.243[6][9](4.8-0.38-0.12)×(3.6-0.4)×2m227.52[15](4.8+1.5-0.33-0.4-0.12)×(3.6-0.4)m217.44[E](3.8×2-0.15×2-0.3+3.8×3-0.15×2+3-0.15-0.12)×(3.6-0.4)-1.5×2.1×2m260.356[2](4.8-0.33-0.12)×(3.6-0.11)+(1.5-0.28-0.12)×(3.6-0.11)m219.021[3](5.9-0.12-0.33)×(3.6-0.11)m219.021[7][8][9](5.9-0.12-0.38)×(3.6-0.11)×3m256.538[10][14](5.9-0.12-0.33)×(3.6-0.11)×2m238.041[10][12](4.8-0.33-0.12)×(3.6-0.11)×2+(1.5-0.28-0.12)×(3.6-0.11)×2-1×2.1m235.941[D](41.8-0.12×2-2.4-0.12-0.3×10)×(3.6-0.11)-1×2.1×10m2104.78[E](3.8×2-0.12-0.15-0.3)×(3.6-0.11)-1.5×2.1×2-2×0.06×2+(3.8×2+2-0.15-0.15-0.3×2)×(3.6-0.11)-1×2.1m246.258[F](4.6-0.12)×(3.6-0.11)-1×2.1m213.535 续表5.21温岭市新河派出所业务综合楼内墙抹灰工程量计算表编号工程项目计　算　公　式单位工程数量备注二层小计18.243+27.52+17.44+60.356+19.021+19.021+56.538+38.041+35.941+104.78+46.258+13.535m2456.694[4](4.8-0.28-0.12)×(3.2-0.4)+(1.5-0.28-0.12)×(3.2-0.57)m215.213[6](4.8-0.28-0.12)×(3.2-0.4)m212.32[15](4.8-0.28-0.4-0.12)×(3.2-0.4)m211.2[E](3.8-0.15-0.15+3-0.12-0.12)×(3.2-0.4)-1.5×2.1×2m211.228[3](5.9-0.12-0.28)×(3.2-0.11)m216.995[8](4.8-0.12)×(3.2-0.11)m214.461[9](5.9-0.12-0.28)×(3.2-0.11)+(4.8-0.28-0.12)×(3.2-0.11)m230.591[10][12](5.9-0.12-0.28)×(3.2-0.11)×2+(4.8-0.28-0.12)×(3.2-0.11)×2+(1.5-0.28)×(3.2-0.11)×2-1×2.1m266.622[D](41.8-0.12×2-2.4-0.12-0.3×10)×(3.2-0.11)-1.5×2.1×6-1×2.1m290.364[E](3.8×3-0.12-0.15-0.3×2+3.8×5-0.15-0.15-0.3-0.3)×(3.2-0.11)-1×2.1×3m282.167[F](4.6-0.12)×(3.2-0.11)-1×2.1m211.743三层小计15.213+12.32+11.2+11.228+16.995+14.461+30.591+66.622+90.364+82.167+11.743m2362.904[4](4.8-0.28-0.12)×(3.2-0.4)+(1.5-0.28-0.12)×(3.2-0.57)m215.213 续表5.21温岭市新河派出所业务综合楼内墙抹灰工程量计算表编号工程项目计　算　公　式单位工程数量备注[6](4.8-0.28-0.12)×(3.2-0.4)m212.32[15](4.8+1.5-0.28-0.4-0.12)×(3.2-0.4)m215.4[E](3.8-0.15-0.15+3-0.15-0.12)×(3.2-0.4)-1.5×2.1×2m211.144[3](5.9-0.12-0.28)×(3.2-0.11)m216.995[7][8](4.8-0.12)×(3.2-0.11)×2m228.922[10][12](5.9-0.12-0.28)×(3.2-0.11)×2+(4.8-0.28-0.12)×(3.2-0.11)×2+(1.5-0.28)×(3.2-0.11)×2-1×2.1m266.622[D](41.8-0.12×2-2.4-0.12-0.3×10)×(3.2-0.11)-1.5×2.1×5m295.614[E](3.8×3-0.12-0.15-0.3×2+3.8×5-0.15-0.15-0.3×2+2-0.15)×(3.2-0.11)-1.5×2.1-1×2.1×4m282.633[F](4.6-0.12)×(3.2-0.11)-1×2m211.843四层小计15.213+12.32+15.4+11.144+16.995+28.922+66.622+95.614+82.633+11.843m2356.706[4](4.8-0.28-0.12)×(3.2-0.4)+(1.5-0.28-0.12)×(3.2-0.57)m215.213[6](4.8-0.28-0.12)×(3.2-0.4)m212.32[15](4.8+1.5-0.28-0.4-0.12)×(3.2-0.4)m215.4 续表5.21温岭市新河派出所业务综合楼内墙抹灰工程量计算表编号工程项目计　算　公　式单位工程数量备注[E](3.8-0.15-0.15+3-0.15-0.12)×(3.2-0.4)-1.5×2.1×2m211.144[2][3](5.9-0.12-0.28)×(3.2-0.11)×2+(4.8-0.28-0.12)×(3.2-0.11)×2+(1.5-0.28-0.12)×(3.6-0.11)×2m268.86[7][8](5.9-0.28-0.12)×(3.2-0.11)×2+(4.8-0.12)×(3.2-0.11)×2m262.912[9](5.9-0.12-0.28)×(3.2-0.11)+(4.8-0.28-0.12)×(3.2-0.11)m230.591[10][12](5.9-0.12-0.28)×(3.2-0.11)×2+(4.8-0.28-0.12)×(3.2-0.11)×2+(1.5-0.28)×(3.2-0.11)×2-1×2.1m266.622[14](5.9-0.12-0.28)×(3.2-0.11)m216.995[1/C](2.4-0.06×2)×(3.2-0.11)×10m270.452[D](41.8-0.12×2-2.4-0.12-0.3×10)×(3.2-0.11)-1×2.1×10m290.364[E](3.8×3-0.12-0.15-0.3×2+3.8×5-0.15-0.15-0.3×2+2-0.15)×(3.2-0.11)-1×2.1×6-1×2.1m279.483[F](4.6-0.12)×(3.2-0.11)-1×2.1m211.743五层小计15.213+12.32+15.4+11.144+68.86+62.912+30.591+66.622+16.995+70.452+90.364+79.483+11.743+29.55m2581.649[4](4.8-0.28-0.12)×(3.2-0.4)+(1.5-0.28-0.12)×(3.2-0.6)m215.18[6](4.8-0.28-0.12)×(3.2-0.7)m211[15](4.8+1.5-0.28-0.4-0.12)×(3.2-0.5)m214.85 续表5.21温岭市新河派出所业务综合楼内墙抹灰工程量计算表编号工程项目计　算　公　式单位工程数量备注[E](3.8-0.15-0.15+3-0.15-0.12)×(3.2-0.4)-1.5×2.1×2m211.144[2][3](5.9-0.12-0.28)×(3.2-0.11)×2+(4.8-0.28-0.12)×(3.2-0.11)×2+(1.5-0.28-0.12)×(3.2-0.11)×2m267.98[9](5.9-0.12-0.28)×(3.2-0.11)+(4.8-0.28-0.12)×(3.2-0.11)m230.591[10][12](5.9-0.12-0.28)×(3.2-0.11)×2+(4.8-0.28-0.12)×(3.2-0.11)×2+(1.5-0.28)×(3.2-0.11)×2m268.722[14](5.9-0.12-0.28)×(3.2-0.11)m216.995[1/C](2.4-0.06×2)×(3.2-0.11)×10m270.452[D](3.8×4-0.12-2.4-0.15-0.3×3+3.8×4-0.15-0.12-0.3×3)×(3.2-0.11)-1×2.1×7m264.589[E](3.8×3-0.12-0.15-0.3×2+3.8×2-0.15×2-0.3+2-0.15)×(3.2-0.11)-1×2.1×5m249.384[F](4.6-0.12)×(3.2-0.4)-1×2.1m210.444六层小计15.18+11+14.85+11.144+67.98+30.591+68.722+16.995+70.452+64.589+49.384+10.444+29.55m2460.881 5.22柱抹灰工程量计算表表5.22温岭市新河派出所业务综合楼柱抹灰工程量计算表编号工程项目计　算　公　式单位工程数量备注11-13柱、梁面水泥砂浆抹灰~14+6mm90.018+110.462+84.048+84.048+55.126+63.036m2486.738一层(0.3+0.5)×2×7×(4.5-0.11)+(0.3×2+0.5×2-0.24×2)×(4.5-0.11)+(0.3×2+0.4×2-0.24)×(4.5-0.11)+(0.5+0.35)×2×2×(4.5-0.11)+(0.5×2+0.35×2-0.24)×(4.5-0.11)+(0.3+0.5)×2×(4.5-0.11)+3.14×0.3×0.3×(4.5-0.11)×2m290.018二层(0.3+0.45)×2×7×(3.6-0.11)+(0.3+0.5)×2×4×(3.6-0.11)+(0.3×2+0.5×2-0.24)×(3.6-0.11)+(0.3+0.5)×2×(3.6-0.11)+(0.3×4+0.45×4-0.24×2×2)×(3.6-0.11)+(0.3×2+0.5×2-0.24×3)×(3.6-0.11)+(0.3×2+0.5×2-0.24×2)×(3.6-0.11)+(0.4×2×5+0.4×2×5-0.24×2×2)×(3.6-0.11)+3.14×0.3×0.3×(4.5-0.11)×2m2110.462三层(0.3×2×10+0.4×2×10-0.24)×(3.2-0.11)+(0.3×2×5+0.4×2×5-0.24×2×2)×(3.2-0.11)+(0.3×2×5+0.4×2×5+0.4×2+0.4×2-0.24×2×2-0.24)×(3.2-0.11)m284.048四层(0.3×2×10+0.4×2×10-0.24)×(3.2-0.11)+(0.3×2×5+0.4×2×5-0.24×2×2)×(3.2-0.11)+(0.3×2×5+0.4×2×5+0.4×2+0.4×2-0.24×2×2-0.24)×(3.2-0.11)m284.048五层(0.3×2×4+0.4×2×4)×(3.2-0.11)+(0.3×2×4+0.4×2×4-0.24×2×2)×(3.2-0.11)+(0.3×2×4+0.4×2×4+0.4×2×2+0.4×2×2-0.24×2×2-0.24)×(3.2-0.11)m255.126六层(0.3×2×2+0.4×2×2-0.24)×(3.2-0.11)+(0.3×2×6+0.4×2×6-0.24×2×2)×(3.2-0.11)+(0.3×2×6+0.4×2×6+0.4×2×2+0.4×2×2-0.24×2×2-0.24)×(3m263.036 5.23梁抹灰工程量计算表表5.23温岭市新河派出所业务综合楼梁抹灰工程量计算表编号工程项目计　算　公　式单位工程数量备注11-14柱、梁面混合砂浆抹灰~14+6mm125.533+119.347+155.002+155.002+107.903+98.764m2761.551[2][7][8](13-0.12-0.12-0.5×2)×(0.4-0.11)×2×3+(13-0.12-0.12-0.5×2)×0.24×3m228.93[9](5.9-0.12-0.38)×(0.45-0.11)×2+(4.8-0.12-0.38)×(0.4-0.11)×2+(5.9-0.12-0.38+4.8-0.12-0.38)×0.24+(2.3-0.12×2)×(0.4×2-0.11×2+0.24)m210.183[10](5.9-0.12-0.38)×(0.45-0.11)×2+(4.8-0.38-0.12)×(0.5-0.11)×2+(5.9-0.12-0.38+4.8-0.38-0.12)×0.24+(2.3-0.12×2)×(0.4×2-0.11×2+0.24)m211.043[12](5.9-0.12-0.38)×(0.45-0.11)×2+(1.8-0.38)×(0.6-0.11)×2+(5.9-0.12-0.38+1.8-0.38)×0.24+(2.3-0.12×2)×(0.4×2-0.11×2+0.24)m28.39[14](5.9-0.12-0.38)×(0.45-0.11)×2+(5.9-0.12-0.38)×0.24+(2.3-0.12×2)×(0.4×2-0.11×2+0.24)m26.657[D](15.2-0.175-0.3×3-0.12)×(0.4-0.11)×2+(3.8×7-0.3×6)×(0.4-0.11)+(41.8-0.3×10)×0.24m224.627[E](41.8-0.3×6-0.35×2)×(0.4-0.11)×2+(41.8-0.3×6-0.35×2)×0.24m232.226[F](4.6-0.12-0.12-0.12)×(0.4-0.11)×2+(4.6-0.12-0.12-0.12)×0.24m23.477一层小计28.93+10.183+11.043+8.39+6.657+24.627+32.226+3.477m2125.533[2](4.8-0.33-0.12)×(0.4-0.11)×2+(1.5-0.28-0.12)×(0.57-0.11)×2+(5.9+2.3-0.12×2-0.45)×(0.4-0.11)×2+(14.5-0.12×2-0.45×2)×0.24m211.097 续表5.23温岭市新河派出所业务综合楼梁抹灰工程量计算表编号工程项目计　算　公　式单位工程数量备注[3](5.9-0.12-0.33)×(0.45-0.11)×2+(5.9-0.12-0.33)×0.24+(2.3-0.12×2)×(0.4×2-0.11×2+0.24)m26.703[6][9](2.3-0.12×2)×(0.4×2-0.11×2+0.24)×2+(5.9-0.12-0.38)×(0.45-0.11)×2+(5.9-0.12-0.38)×0.24×2m29.642[7][8](5.9-0.12-0.38)×(0.45-0.11)×2×2+(4.8+2.3-0.12-0.2)×2×2+(13-0.2-0.5-0.12)×0.24×2+(2.3-0.12×2)×(0.4×2-0.11×2+0.24)m242[10][14](5.9-0.12-0.33)×(0.45-0.11)×2×2+(5.9-0.12-0.33)×0.24×2+(2.3-0.12×2)×(0.4×2-0.11×2+0.24)m211.717[D](41.8-0.12×2-2.4-0.12-0.3×10)×(0.4-0.11)×2+(41.8-0.12×2-2.4-0.12-0.3×10)×0.24m229.553[E](3.8×3-0.12-0.3-0.15-0.15-0.15)×(0.4-0.11)×2+(3.8×3-0.12-0.3-0.15-0.15-0.15)×0.24m28.635二层小计11.097+6.703+9.642+42+11.717+29.553+8.635m2119.347[2](14.5-0.12-0.4×3)×(0.4-0.11)×2+(14.5-0.12-0.4×3)×0.24m210.808[3](14.5-0.12-0.4×3)×(0.4-0.11)×2+(14.5-0.12-0.4×3)×0.24m210.808[7][8][9](14.5-0.12-0.4×3)×(0.4-0.11)×2×3+(14.5-0.12-0.4×3)×0.24×3m232.423[10][12][14](5.9+2.3-0.12×2-0.4)×2×3+(5.9+2.3-0.12×2-0.4)×0.24×3m250.803[D](41.8-0.12×2-2.4-0.12-0.3×10)×(0.4-0.11)×2+(41.8-0.12×2-2.4-0.12-0.3×10)×0.24m229.553 续表5.23温岭市新河派出所业务综合楼梁抹灰工程量计算表编号工程项目计　算　公　式单位工程数量备注[E](3.8×3-0.12-0.15-0.3×2+3.8×4-0.15-0.15-0.3)×(0.4-0.11)×2+(3.8×3-0.12-0.15-0.3×2+3.8×4-0.15-0.15-0.3)×0.24m220.607三层小计10.808+10.808+32.423+50.803+29.553+20.607m2155.002[2](14.5-0.12-0.4×3)×(0.4-0.11)×2+(14.5-0.12-0.4×3)×0.24m210.808[3](14.5-0.12-0.4×3)×(0.4-0.11)×2+(14.5-0.12-0.4×3)×0.24m210.808[7][8][9](14.5-0.12-0.4×3)×(0.4-0.11)×2×3+(14.5-0.12-0.4×3)×0.24×3m232.423[10][12][14](5.9+2.3-0.12×2-0.4)×2×3+(5.9+2.3-0.12×2-0.4)×0.24×3m250.803[D](41.8-0.12×2-2.4-0.12-0.3×10)×(0.4-0.11)×2+(41.8-0.12×2-2.4-0.12-0.3×10)×0.24m229.553[E](3.8×3-0.12-0.15-0.3×2+3.8×4-0.15-0.15-0.3)×(0.4-0.11)×2+(3.8×3-0.12-0.15-0.3×2+3.8×4-0.15-0.15-0.3)×0.24m220.607四层小计10.808+10.808+32.423+50.803+29.553+20.607m2155.002[2][3](5.9-1.5-0.12-0.28)×(0.45-0.11)×2×2+(4.8-0.28-0.12)×(0.4-0.11)×2×2+(1.5-0.28-0.12)×(0.57-0.11)×2×2+(2.3-0.12×2)×(0.4×2-0.11×2+0.24)+12.2×2.4m243.537[4][6](2.3-0.12×2)×(0.4×2-0.11×2+0.24)×2m23.378[7][8](5.9-1.5-0.28-0.12)×(0.45-0.11)×2×2+(4.8-0.12)×(0.45-0.11)×2×2+(5.9-1.5-0.28-0.12+4.8-0.12)×0.24+(2.3-0.12×2)×(0.4×2-0.11×2+0.24)×2m217.266 续表5.23温岭市新河派出所业务综合楼梁抹灰工程量计算表编号工程项目计　算　公　式单位工程数量备注[9](5.9-1.5-0.12-0.28)×(0.45-0.11)+(2.3-0.12×2)×(0.4×2-0.11×2+0.24)m23.049[10][12](5.9-1.5-0.12-0.28)×(0.45-0.11)×2×2+(2.3-0.12×2)×(0.4×2-0.11×2+0.24)×2m28.818[14](5.9-1.5-0.12-0.28)×(0.45-0.11)×2+(2.3-0.12×2)×(0.4×2-0.11×2+0.24)m24.409[D](41.8-0.12×2-2.4-0.12-0.3×10-2.4×10)×(0.4-0.11)×2+(41.8-0.12×2-2.4-0.12-0.3×10-2.4×10)×0.24m29.873[E](3.8×3-0.12-0.15-0.3×2+3.8×2-0.15×2-0.3+2-0.15)×(0.4-0.11)×2+(3.8×3-0.12-0.15-0.3×2+3.8×2-0.15×2-0.3+2-0.15)×0.24m215.892六层小计43.537+3.378+6.098+8.818+21.041+15.892m298.764 5.24线道抹灰工程量计算表表5.24温岭市新河派出所业务综合楼线道抹灰工程量计算表编号工程项目计　算　公　式单位工程数量备注11-40装饰线条抹灰增加费(凸出宽200以内)~三道以内988.84+117.8+429.36m1536异形梁(3.8×4+0.12)×2×2×6+(41.8+0.12×2)×2×6+(8.6+0.12)×2×5+(14.5+0.12×2)×2m988.84屋顶压顶3.8×4×5+41.8m117.8窗台板27.36+187.8+33+20.4+24+136.8m429.36A轴一层3.48×2+3.4×6m27.36A轴二-六层(3.48×2+3.4×9)×5m187.81轴,16轴(1.5+1.8)×5×2m33G轴一层3.4×6m20.4H轴二层3.4×4+5.2×2m24H轴三-六层(3.4×7+5.2×2)×4m136.8 5.25天棚工程量计算表表5.25温岭市新河派出所业务综合楼天棚工程量计算表编号工程项目计　算　公　式单位工程数量备注12-3天棚混合砂浆抹灰394.254+434.176+421.935+421.935+730.378+414.645m22817.323一层47.461/0.11-(4.8-0.24)×(3.8+4.6-0.12×2)m2394.254二层51.849/0.11+1.325/0.1-(4.8+1.5-0.12)×(3.8+4.6-0.12×2)m2434.176三层51.96/0.11-(4.8+1.5-0.12)×(3.8+4.6-0.12×2)m2421.935四层51.96/0.11-(4.8+1.5-0.12)×(3.8+4.6-0.12×2)m2421.935五层88.472/0.11-(4.8+1.5-0.12)×(3.8+3.8+4.6-0.12×2)m2730.378六层48.738/0.11-(4.8+1.5-0.12)×4.6m2414.64512-16轻钢龙骨吊顶平面(U38型)37.21+50.429+50.429+50.429+50.429+73.913+28.428m2341.267一层(4.8-0.24)×(3.8+4.6-0.12×2)m237.21二层(4.8+1.5-0.12)×(3.8+4.6-0.12×2)m250.429三层(4.8+1.5-0.12)×(3.8+4.6-0.12×2)m250.429四层(4.8+1.5-0.12)×(3.8+4.6-0.12×2)m250.429五层(4.8+1.5-0.12)×(3.8+3.8+4.6-0.12×2)m273.913六层(4.8+1.5-0.12)×4.6m228.42812-40按在U型轻钢龙骨上石膏板平面37.21+50.429+50.429+50.429+50.429+73.913+28.428m2341.267 续表5.25温岭市新河派出所业务综合楼天棚工程量计算表编号工程项目计　算　公　式单位工程数量备注一层(4.8-0.24)×(3.8+4.6-0.12×2)m237.21二层(4.8+1.5-0.12)×(3.8+4.6-0.12×2)m250.429三层(4.8+1.5-0.12)×(3.8+4.6-0.12×2)m250.429四层(4.8+1.5-0.12)×(3.8+4.6-0.12×2)m250.429五层(4.8+1.5-0.12)×(3.8+3.8+4.6-0.12×2)m273.913六层(4.8+1.5-0.12)×4.6m228.42814-117板缝贴胶带、点锈37.21+50.429+50.429+50.429+50.429+73.913+28.428m2341.267 5.26油漆、涂料、裱糊工程量计算表表5.26温岭市新河派出所业务综合楼油漆、涂料、裱糊工程量计算表编号工程项目计　算　公　式单位工程数量备注14-155墙、柱、天棚面~乳胶漆二遍3171.36+486.738+2817.323+341.267+144.281+144.281m27105.25内墙83.909+122.047+49.241+53.357×2+51.454+820.391+246.047+299.326+276.811+265.266+473.417+376.737m23171.36柱90.018+110.462+84.048+84.048+55.126+63.036m2486.738天棚394.254+434.176+421.935+421.935+730.378+414.645m22817.323厕所天棚37.21+50.429+50.429+50.429+50.429+73.913+28.428m2341.267楼梯75.272+69.009m2144.281楼梯底75.272+69.009m2144.28114-168外墙涂料弹性涂料286.634+257.678+259.379+257.896+257.896+257.896+90.696m21668.075一层(13+0.24)×2×(4.5-0.11)+(41.8+0.24)×(4.5-0.11)+(3.8×4×2+2.62×2)×(4.5-0.11)-2×3×2-3.4×3×6-2.4×3×10-2.06×3.9×2-2.4×3.9m2286.634二层(14.5+0.24)×2×(3.6-0.11)+(41.8+0.24)×(3.6-0.11)+(3.8×4×2+1.12×2)×(3.6-0.11)-2.4×2.1×11-3.4×2.1×6-1.8×2.1×2m2257.678三层(14.5+0.24)×2×(3.2-0.11)+(41.8+0.24)×(3.2-0.11)+3.8×4×2×(3.2-0.11)+3.8×3×(3.2-0.11)-3.4×1.7×6-1.8×1.7×2-2.4×1.7×11-1.5×1.7×2m2259.379四层(14.5+0.24)×2×(3.2-0.11)+(41.8-0.24)×(3.2-0.11)+3.8×4×2×(3.2-0.11)+3.8×3×(3.2-0.11)-3.4×1.7×6-1.8×1.7×2-2.4×1.7×11-1.5×1.7×2m2257.896五层(14.5+0.24)×2×(3.2-0.11)+(41.8-0.24)×(3.2-0.11)+3.8×4×2×(3.2-0.11)m2257.896 续表5.26温岭市新河派出所业务综合楼油漆、涂料、裱糊工程量计算表编号工程项目计　算　公　式单位工程数量备注+3.8×3×(3.2-0.11)-3.4×1.7×6-1.8×1.7×2-2.4×1.7×11-1.5×1.7×2m2六层(14.5+0.24)×2×(3.2-0.11)+(41.8-0.24)×(3.2-0.11)+3.8×4×2×(3.2-0.11)+3.8×3×(3.2-0.11)-3.4×1.7×6-1.8×1.7×2-2.4×1.7×11-1.5×1.7×2m2257.896柱侧(0.4-0.24)×12×2×20.9+(0.4-0.24)×5×2×4.5+0.4×8.1m290.69614-3单层木门~聚脂混漆三遍37.8+25.2+115.5+11.76+50.4m2240.66M-61.5×2.1×12m237.8M-71×2.1×12m225.2M-91×2.1×55m2115.5M-100.8×2.1×7m211.76M-141.5×2.1×16m250.4 5.27门窗工程量计算表表5.27温岭市新河派出所业务综合楼门窗工程量计算表编号工程项目计　算　公　式单位工程数量备注13-6无亮胶合板门1×2.1×12+1×2.1×1+1×2.1×55+0.8×2.1×7m2154.5613-26平面空心防火板门1.5×2.1×12+1.5×2.1×16m288.213-41双扇全玻铝合金地弹门安装3.2×3.8×1+3.3×3.9×2+2.06×3.9×2+2.4×3.9m263.32813-104塑钢推拉窗安装4.41+12+61.2+72+55.44+42.84+15.12+6.3+208.08+48.96+179.52+20.4+7.104+14.652m2748.026C-12.1×2.1m24.41C-22×3×2m212C-33.4×3×6m261.2C-42.4×3×10m272C-52.4×2.1×11m255.44C-63.4×2.1×6m242.84C-71.8×2.1×4m215.12C-81.5×2.1×2m26.3C-93.4×1.7×36m2208.08C-101.8×1.7×16m248.96 续表5.27温岭市新河派出所业务综合楼门窗工程量计算表编号工程项目计　算　公　式单位工程数量备注C-112.4×1.7×44m2179.52C-121.5×1.7×8m220.4C-133.2×2.22m27.104C-143.3×2.22×2m214.65213-145球形门锁安装12+12+55+7+16把102M-612把12M-712把12M-955把55M-107把7M-1416把1613-159抹灰面门碰头、门吸安装24+12+55+7+32副130M-612×2副24 续表5.27温岭市新河派出所业务综合楼门窗工程量计算表编号工程项目计　算　公　式单位工程数量备注M-712副12M-955副55M-107副7M-1416×2副32 5.28脚手架工程量计算表表5.28温岭市新河派出所业务综合楼脚手架工程量计算表编号工程项目计　算　公　式单位工程数量备注16-5综合脚手架檐高20m内~层高6m内586.346+533.922+2411.718m23531.986一层42.04×13.24+2.52×11.8m2586.346二层15.44×14.24×2+11.16×8.44m2533.922三层—六层(15.44×14.74×2+11.16×13.24)×4m22411.71816-6综合脚手架檐高20m内层高每增1m内7.2×11.8+11.64×8.74×2m2288.42716-40满堂脚手架~基本层3.6m～5.2m517.211+24.106m2541.317一层(41.8-0.24×3)×12.76-2.64×2.64m2517.211一层门顶2.16×11.16m224.10616-41满堂脚手架每增加1.2m80.129+184.363m2264.492门顶7.18×11.16m280.129顶层8.26×11.16×2m2184.363 5.29垂直运输工程量计算表表5.29温岭市新河派出所业务综合楼垂直运输工程量计算表编号工程项目计　算　公　式单位工程数量备注17-5建筑物垂直运输檐高30m内586.346+533.922+2411.718m23531.98617-24层高超3.6m每增1m垂直运输50m内7.2×11.8×3.22+11.64×8.74×3.6m2639.8125.30机械台班工程量表5.30温岭市新河派出所业务综合楼机械台班工程量编号工程项目计　算　公　式单位工程数量备注1001固定式基础(带配重)1座12001塔式起重机60KN.M以内安装、拆卸费用1台班12006柴油打桩机安装、拆卸费用2台班23008柴油机桩机5t以内场外运输费用2台班23017塔式起重机60KN.M以内场外运输费用1台班1 5.31钢筋汇总表表5.31温岭市新河派出所综合楼钢筋汇总表楼层名称构件类型钢筋总重kg一级钢二级钢68101012141618202225基础层柱3022.66995.805627.796220.3432078.726墙399.497.1291.184391.177梁97.22417.17280.052基础梁10121.085118.9961372.0941353.0382675.8861670.8011998.755931.515筏板基础170.288170.288桩承台6942.685257.9852859.498832.93660.44790.9382840.881合计20753.44126.1261486.255257.9853250.6742356.26260.44790.9382675.8865219.5292219.0983010.241首层柱10163.8441115.9792031.435666.4236350.007构造柱201.43125.667175.764砌体加筋305.129305.129梁8674.127617.583879.96449.71892.38263.00115.0331200.5531466.3191115.8811482.9521690.741圈梁345.40373.485271.919 续表5.31温岭市新河派出所综合楼钢筋汇总表现浇板7477.7591678.7095799.05楼梯900.897166.2799.903634.724合计28068.5921021.8633840.92249.7186263.254697.72515.0331376.3171466.3193147.3162149.3758040.749第2层柱3948.639301.165261.9031570.362506.365771.513537.33构造柱412.50661.077213.545137.884砌体加筋319.228319.228过梁84.5112227.5412.85522.116梁8220.328648.314750.61187.59873.29429.7331570.1582.0162291.241700.597486.824现浇板8647.5752178.9876468.588楼梯319.81674.671245.145合计21952.6031351.7863293.71387.5986799.882265.3943278.3461088.3813062.7541700.5971024.154第3层柱3272.4277.363105.7491398.234587.012225.387473.223205.431构造柱379.00254.184193.658131.16砌体加筋287.198287.198过梁114.7729.05815.54726.50643.658 续表5.31温岭市新河派出所综合楼钢筋汇总表梁7642.11680.872657.88687.59873.2948.6831620.7171622.4031594.91878.326417.421现浇板8144.5091795.9456348.564楼梯281.89866.267215.632合计20121.8861328.6752641.39387.5986663.997245.9993150.1122209.4141820.2971351.55622.852第四层柱2553.099351.18572.9191894.61234.384构造柱379.00254.184193.658131.16砌体加筋276.544276.544过梁105.03326.63515.54724.20938.643梁8402.335718.071777.70687.59873.2948.6831997.341610.6171338.2441185.189605.593现浇板8098.4832371.9255726.558楼梯281.89866.267215.632合计20096.3941426.6193304.36487.5986039.693240.9844023.111610.6171572.6281185.189605.593柱3403.802291.34659.9771491.319364.025588.584280.059328.493构造361.9650.779193.658117.523 续表5.31温岭市新河派出所综合楼钢筋汇总表第五层砌体加筋302.62302.62过梁132.135.71761.26812.91422.201梁8041.44691.02765.056157.36673.2948.6831964.211834.7721031.7431114.816400.481现浇板8048.4552168.6975879.759楼梯281.89866.267215.632合计20572.2761371.4813121.264157.3666181.599224.5423573.0522198.7971620.3261394.875728.974第六层柱2622.572295.87482.0741198.151230.122431.085171.882213.384构造柱180.85427.354153.5砌体加筋260.604260.604过梁102.05527.32738.47512.87823.374梁11687.281494.8472482.381229.296189.8081021.878920.5842914.41613201057.3611056.711现浇板8168.785213.7722404.1555550.858板洞加筋38.4932.58935.903合计23060.6441319.785007.085229.2965756.1341234.6562118.7353144.541751.0851229.2421270.096 续表5.31温岭市新河派出所综合楼钢筋汇总表屋面柱1847.71542.083164.148264.571376.915构造柱336.97657.531277.4252.02梁2804.671234.1613.154210.882668.8379.318698.417现浇板2684.6742684.674压顶304.50150.586253.916合计7978.537384.2993461.976264.57253.916488.307670.8211756.233698.417全部层汇总柱30834.7391559.0171958.553264.577552.6763064.4394910.1841811.939713.372构造柱2251.73330.7741225.444695.512墙399.497.1291.184391.177砌体加筋1751.3231751.323过梁538.469140.737158.37789.363149.992梁55569.5174084.8076943.93699.174575.3671351.54215.0339942.30510409.8619470.4867419.2424657.771圈梁345.40373.485271.919现浇板51270.24213.77215283.09135773.377 续表5.31温岭市新河派出所综合楼钢筋汇总表板洞加筋38.4932.58935.903基础梁10121.085118.9961372.0941353.0382675.8861670.8011998.755931.515筏板基础170.288170.288桩承台6942.685257.9852859.498832.93660.44790.9382840.881压顶304.50150.586253.916楼梯2066.409439.742991.943634.724合计162604.3728330.62526156.9711221.72841209.1495753.86875.4818281.4316150.18618892.35211229.92615302.658 续表5.31温岭市新河派出所综合楼钢筋汇总表构件名称编号直径mm根数每米长m一级钢（kg）二级钢（kg）桩钢筋笼12841.0129112211.6731@1506211.59677.45@25061481.60952.8760.32322吊1013.18小计73.5322桩头102个合计749732844 5.32门窗工程工程量汇总表表5.32门窗工程工程量汇总表构件名称宽高层数樘数合计门窗单个面积合计面积塑钢窗13-41双扇全玻璃地弹门13-6胶合板木门13-26防火门1层2层3层4层5层6层阁楼层塑钢窗C-12.1002.100114.414.41C-22.0003.000226.0012.00C-33.4003.0006610.2061.20C-42.4003.00010107.2072.00C-52.4002.10011115.0455.44C-63.4002.100667.1442.84C-71.8002.100443.7815.12C-81.5002.100223.156.30C-93.4001.7009999365.78208.08C-101.8001.7004444163.0648.96C-112.4001.70011111111444.08179.52C-121.5001.700222282.5520.40C-133.2002.220117.107.10C-143.3002.220227.3314.65门M-13.2003.8001112.1612.1612.16M-23.3003.9002212.8725.7425.74M-42.0603.900228.0316.0716.07M-61.5002.100222222123.1537.8037.80M-71.0002.100222231122.1025.2025.20M-81.0002.100112.102.102.10M-91.0002.100711451612552.10115.50115.50M-100.8002.100771.6811.7611.76M-122.4003.900119.369.369.36M-130.8002.100111141.686.72M-141.5002.100286163.1550.4050.40合计748.0363.33154.5688.20 参考文献[1]浙江省建筑工程预算定额（2010版）[S]．北京：中国计划出版社，2010．[2]浙江省建设工程施工取费定额（2010版）[S]．浙江省建设工程造价管理总站，2010．[3]李立新．工程估计[M]．杭州：浙江大学工业出版社，2008-08．[4]台州建筑工程造价信息[J]．2011，4：24～44．[5]混凝土结构施工图平面整体表示方法制图规则和构造详图[S]．中国建筑标准设计研究院，2004-11． 附录温岭市新河派出所结构专业施工图纸（包括结施01—结施26），温岭市新河派出所建筑专业施工图纸（包括建施01—建施15）。 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