住宅区及室外配套工程初步设计概算书(总投资5亿)

PAGEPAGEPAGE2XX工程初步设计概算书XX建筑设计有限公司二〇一二年十一月编制说明1、编制说明XX工程为XX房地产开发有限公司建设项目，总建筑面积205072.81m2。本概算为XX初步设计图纸的全部工程费用；以及室外的道路、绿化、管网等配套设施费用，但不包括基建期贷款利息、土地征购费用及应有业主负担的二次装修费用2、编制依据1、2001年湖南省建筑工程概算定额（2008版）；2、2006年湖南省安装工程消耗量标准；3、2006年湖南省仿古园林工程消耗量标准；4、2006年湖南省装修装饰工程消耗量标准；5、湖南省《工程建设其它费用定额》；6、取费程序按照湖南省建设工程造价管理总站（湘建价[2008]22号）《关于调整《湖南省建设工程概算定额》费率标准及有关工程计费程序的通知》；7、人工工资按照湖南省建设厅（湘建价[2012]237号）《关于发布湖南省各市州建设工程人工工资单价的通知》；8、湖南类似工程技术经济分析和概预算资料及概算指标；9、XX建筑设计有限公司设计的XX初步设计图纸；10、设备价格采用最新市场询价，不足部分由《工程建设全国机电价格汇编》补充，设备运费按设备原价的6%计取；11、材料价格采用《长沙建设造价》以及《定额与造价》上的材料信息价；12、预备费按5%计取，工程建设其它费用按相关规定计取。3、工程投资分析本工程概算由建筑工程费用、安装工程费用、设备购置费及其他费用组成，总投资为47921.27万元，其中工程费用41459.86万元，工程建设其它费用4179.45万元，工程预备费为2281.97万元。投资概算总表见表1。详见表2～表49。PAGE8PAGEPAGE162XX工程总概算表表1概算编号工程及费用名称概算价值（万元）占总值（%）技术经济指标建筑设备及安装工器具其他总值单位数量指标12346789101112一工程费用35911.025548.8441459.8686.52m2205072.812021.71I二组团16129.962804.0418934.0097426.331943.42I-1高层住宅15679.952762.8318442.78m285483.592157.46I-1-1土石方工程200.08200.08m285483.5923.41I-1-2地下室工程2340.022340.02m29283.962520.50I-1-3土建工程13139.8513139.85m285483.591537.12I-1-4电梯及安装683.87683.87m285483.5980.00I-1-5供电322.27322.27m285483.5937.70I-1-6电动及照明工程686.95686.95m285483.5980.36I-1-7给排水及消防工程582.83582.83m285483.5968.18I-1-8通风工程153.87153.87m285483.5918.00I-1-9弱电工程333.04333.04m285483.5938.96I-219#栋商业450.0141.21491.22m22658.781847.54I-2-1主体土建工程450.01450.01m22658.781692.54I-2-2电动及照明工程21.2721.27m22658.7880.00I-2-3给排水及消防工程14.6214.62m22658.7855.00I-2-4弱电工程5.325.32m22658.7820.00II三组团18516.872744.8021261.67107646.481975.14II-1高层住宅16651.432562.7919214.22m279294.182423.16II-1-1土石方工程375.09375.09m279294.1847.30II-1-2地下室工程4333.724333.72m217342.172498.95II-1-3土建工程11942.6211942.62m279294.181506.12II-1-4电梯及安装634.35634.35m279294.1880.00II-1-5供电298.94298.94m279294.1837.70II-1-6电动及照明工程637.21637.21m279294.1880.36II-1-7给排水及消防工程540.63540.63m279294.1868.18II-1-8通风工程142.73142.73m279294.1818.00II-1-9弱电工程308.93308.93m279294.1838.96II-224、25#栋商业会所1356.76120.361477.12m27765.211902.23II-2-1主体土建工程1356.761356.76II-2-2电动及照明工程62.1262.12m27765.2180.00II-2-3给排水及消防工程42.7142.71m27765.2155.00II-2-4弱电工程15.5315.53m27765.2120.00II-3幼儿园508.6861.65570.33m23244.921757.62II-3-1主体土建工程508.68508.68m23244.921567.62II-3-2电梯工程11.3611.36m13244.9235.00II-3-3电动及照明工程25.9625.96m23244.9280.00II-3-4给排水及消防工程17.8517.85m23244.9255.00II-3-5弱电工程6.496.49m23244.9220.00Ⅲ总平面布置1264.191264.19m249920.4253.24二工程建设其它费用4179.454179.458.72II-1业主管理费621.90621.90II-2建设工程报建费1483.121483.12II-3勘察设计费1036.501036.50II-4施工图审查费36.9136.91II-5建设工程质量检测费103.65103.65II-6预算编制费82.9282.92II-7工程监理费746.28746.28II-8水土保持及安全评价费15.0015.00II-9环境影响评价费20.0020.00II-10工程招投标、评标费用33.1733.17I+II35911.025548.844179.4545639.3195.24三预备费2281.972281.974.76四建设项目总造价35911.025548.846461.4147921.271002336.793占总造价（%）74.9411.5813.48100建筑工程概算表表2建设单位XX房地产开发有限公司第号概算表概算价值（元）27504.1工程项目XX根椐2012年价格编制工程数量单位工程土建工程根据第号图纸技术经济指标顺序号名称及项目编号工程或费用名称单位数量概算价值（元）单价总价1234567一二组团1、14#m217864.711525.182724.692、15#m216912.611552.332625.393、16#m216515.221535.482535.884、17#m216515.221535.482535.885、18#m217675.831537.702718.016、19#m22658.781692.54450.01二三组团7、20#m222813.241500.613423.378、21#m210152.641514.471537.599、22#m221179.761512.503203.4310、23#m225148.541544.593884.4111、24#m22490.651692.97421.6612、25#m25274.561772.85935.113、26#m23244.921567.62508.68单位工程造价178446.6827504.1单位工程造价计价表（人工费+机械费为计价基础）表3工程名称：土方工程-2组团第2页共1页序号名称费率(%)计算办法及计算程序合价(元)１．１j人工费(基期)按规定计算的直接工程费和施工措施费中的人工费(基期)7164.81１．３j机械费(基期)按规定计算的直接工程费和施工措施费中的机械费(基期)987165.74１直接费１．１＋１．２＋１．３＋１．４＋１．５＋１．６＋１．７＋１．８＋１．９1072095.4１．１人工费按规定计算的直接工程费和施工措施费中的人工费22549.15１．２材料费按规定计算的直接工程费和施工措施费中的材料费647.38１．３机械费按规定计算的直接工程费和施工措施费中的机械费987165.74１．４主材费除１．２项以外的主材费１．５大型施工机械进出场及安拆费0.5(１．１＋１．２＋１．３＋１．４)×机械进出场安拆费率5051.81１．６工程排水费0.2(１．１＋１．２＋１．３＋１．４)×排水费率2020.72１．７冬雨季施工增加费0.16(１．１＋１．２＋１．３＋１．４)×冬雨季施工费率1616.58１．８零星工程费5(１．１＋１．２＋１．３＋１．４)×零星工程费率50518.11１．９质量检测费0.25(１．１＋１．２＋１．３＋１．４)×质量检测费率2525.91２企业管理费33.3(１．１j＋１．３j)人工和机械费(基期)×企业管理费率331112.07３利润22(１．１j＋１．３j)人工和机械费(基期)×利润率218752.72４安全防护、文明施工措施费20.07×1(１．１j＋１．３j)人工和机械费(基期)×安全文明费率199562.14５其他６工伤保险0.9人工工资总额×工伤保险费率202.94７规费6.54(１+２+３+４+５+６)×规费率119127.56８税金3.461(１+２+３+４+５+６+７)×税率67172.92９单位工程概算总价１+２+３+４+５+６+７+８2008025.75单位工程概算总价贰佰万捌仟零贰拾伍元柒角伍分2008025.75工程概算表表4工程名称：土方工程-2组团第1页共1页序定额项目名称单位工程数量单价其中合价其中号编号(元)人工费材料费机械费(元)人工费材料费机械费101-008挖掘机挖土、自卸汽车运土,~运距1000m以内100m3606.161096.2137.21.071057.94664477.422549.2647.38641281201-009换挖掘机挖土、自卸汽车运土,运距每增加1000m100m3606.16570.62570.62345884.8345885合计1010362.2722549.15647.38987165.74单位工程造价计价表（人工费+机械费为计价基础）表5工程名称：地下室-2组团第2页共1页序号名称费率(%)计算办法及计算程序合价(元)１．１j人工费(基期)按规定计算的直接工程费和施工措施费中的人工费(基期)1668313.52１．３j机械费(基期)按规定计算的直接工程费和施工措施费中的机械费(基期)659395.09１直接费１．１＋１．２＋１．３＋１．４＋１．５＋１．６＋１．７＋１．８＋１．９19423169.37１．１人工费按规定计算的直接工程费和施工措施费中的人工费6350727.24１．２材料费按规定计算的直接工程费和施工措施费中的材料费11291096.65１．３机械费按规定计算的直接工程费和施工措施费中的机械费659390.3１．４主材费除１．２项以外的主材费3535１．５大型施工机械进出场及安拆费0.5(１．１＋１．２＋１．３＋１．４)×机械进出场安拆费率91523.75１．６工程排水费0.2(１．１＋１．２＋１．３＋１．４)×排水费率36609.5１．７冬雨季施工增加费0.16(１．１＋１．２＋１．３＋１．４)×冬雨季施工费率29287.6１．８零星工程费5(１．１＋１．２＋１．３＋１．４)×零星工程费率915237.46１．９质量检测费0.25(１．１＋１．２＋１．３＋１．４)×质量检测费率45761.87２企业管理费33.3(１．１j＋１．３j)人工和机械费(基期)×企业管理费率775126.97３利润22(１．１j＋１．３j)人工和机械费(基期)×利润率512095.9４安全防护、文明施工措施费20.07×1(１．１j＋１．３j)人工和机械费(基期)×安全文明费率467171.12５其他６工伤保险0.9人工工资总额×工伤保险费率57156.55７规费6.54(１+２+３+４+５+６)×规费率1385012.64８税金3.461(１+２+３+４+５+６+７)×税率782868.94９单位工程概算总价１+２+３+４+５+６+７+８23402601.49单位工程概算总价贰仟叁佰肆拾万贰仟陆佰零壹元肆角玖分23402601.49工程概算表表6工程名称：地下室-2组团第2页序单价其中合价其中项目名称单位工程量人工材料机械人工材料机械费费费费费费102-006独立基础,砼10m353.5818886.6131175301.66467.95101194470280828406325073203-110矩形柱断面周长3.0m以内^砾20C30(525#)现浇10m325.5210760.75568.834771.63420.28274614.114211712177210725.5303-027钢筋砼外墙墙厚400^砾20C30(525#)现浇100m213.0636868.417344.517783.41740.45481500.722651923225122730.2403-032钢筋砼圆弧形外墙墙厚400^砾20C30(525#)现浇100m21.4948691.418628.528547.71515.1472550.1127756.542536.12257.56503-018砖外墙(砼小型空心砌块墙厚190)不带圈梁^混合砂浆M7.5100m24.157521.123863.533289.01368.5931212.6616033.613649.41529.63603-096钢筋砼内墙墙厚200^砾20C30(525#)现浇100m215.4824190.812889.7102111090.18374473.619953215806616876.1703-092砖内墙(陶粒砼空心砌块墙厚190)不带圈梁^混合砂浆M7.5100m210.6612115.46302.65466.39346.42129150.367185.758271.83692.82804-034满堂脚手架基本层~高3.6～5.2m100m292.84755.99666.983.135.9670185.73619157717.71553.02904-022综合脚手架层高超过3.6m在6.0m内增加人工、材料、机械用量100m292.841534.151267.88240.5725.71142430.811771022334.12387.211005-098换现浇有梁板板厚15cm以外^普通商品砼c4010m3663.028423.732855.065183.84384.835585100189296434369892551481105-001整体地面水泥砂浆面层20mm厚(98zj001-地1)^水泥砂浆,1：2100m291.454297.931884.672251.02162.24393046172353205856148371205-006整体水磨石地面普通分格厚12mm(98zj001-地10)100m21.3810324.56701.413186.53436.5914247.859247.944397.41602.51305-121现浇钢筋砼整体式楼梯^现浇C20砾40(425#)10m25.562453.61216.911121.6115.113642.036766.026236.08639.931405-056砼天棚混合砂浆抹面有梁楼盖(98zj001-顶3/47)100m292.813325.532521.35714.8789.3130864223400666346.98288.61505-073合成高分卷材屋面带钢性防水层保温层(98zj001-屋2/76)100m292.8146868.717598.928705564.8243498871633352266411452420.91605-129型钢栏杆、钢管扶手10m1.931091.45332.5603.53155.422106.51641.731164.81299.971705-140带散水明沟10m32.761216.81537.03632.6247.1639862.7217593.220724.61544.9618D5-91塑料管安装(粘接)管外径（毫米以内）16010m10114.9112.52.310.091148.99112523.120.861906-025防火门(国标J618)实拼式双面衬石棉板100m20.8851763.325890.925618.1254.3245551.732278422543.9223.82006-031防火卷帘门安装|卷帘门100m27.1342161.8499536831.1335.73300613.635614.42626062393.752106-026防火门(国标J618)实拼式单面衬石棉板100m20.548536.923511.324771.3254.3224268.4711755.712385.7127.162207-028圆钢筋直径6mm以上t805.555417.5801.474342.26273.78436407164562034979062205452308-045矩形钢筋砼清水池容积300m3座213548352664.474571.18246.982709651053291491421649424补-1换采光井202004000合计18305214.206350727.2411291096.65659390.30人工、主要材料、机械汇总表工程名称：地下室-2组团表7序号编码名称及规格单位数量单价(元)合价(元)1100002综合人工工日84658.767563494072100003改架工工日3.2752403rg00003综合人工(市政)工日157511254110015红青砖240×115×53千块2.143219469.335110020水泥425#kg1064223.40.4425689.366110030水泥525#kg411108.080.44180887.557110054砼小型空心砌块(综合)m369.882131.249171.298110360水m312.6750.8911.289120040砼弯头Φ10cm套35.3482.691.910120156铁钉[园钉]kg0.8695.374.6711120186镀锌铁丝8#kg0.3784.241.612120192镀锌铁丝22#kg0.0424.040.1713120279草袋子m20.8681.71.4814120286麻绳kg0.0065.170.0315120344钢丝绳kg0.0396.30.2416120401隔离剂kg2.1231.663.5217120486107胶kg9.4171.4613.7518130010红青砖240×115×53千块32.3482197084.1119130170中、粗砂(天然砂综合)m30.0351123.8920130180中净砂(过筛)m31735.009123213406.1121130190粗净砂m3980.971136133412.0522130300石灰膏m322.1282906417.2523130380白石子kg2625.8290.16420.1324130480砾石最大粒径10mmm310.9231471605.6225130500砾石最大粒径20mmm3923.384145133890.6326130510砾石最大粒径40mmm31556.58143222590.9627130560碎石最大粒径40mmm30.1314318.5828130590石碴30～70mmm359.844392333.9129130620陶粒砼空心砌块m3166.904217.0136219.7530140230内外执勾组38.4475.5211.4631160610铝合金压条3×30mmm20269.7046.7135807.0232161160防火卷帘门m271336826238433170010平板玻璃3mm厚m26.53310.367.2934180160117胶kg17444.7711.2621980.4135190490木螺钉38mm百个10.7652.223.6836190510木螺钉百个20.913241.8337200150射钉百个1017.3464.74781.5338200180铁钉[园钉]kg1682.2375.379033.6139200450其它铁件kg1260.43245041.7340200510镀锌铁丝8#kg9354.9824.2439665.1241200530镀锌铁丝10#kg17.7753.358.6642200540镀锌铁丝12#kg2.873.379.6743200570镀锌铁丝22#kg2798.2334.0411304.8644200980梁卡具模板用kg2109.27848437.1145200990零星卡具kg19349.564477398.2546201080砂纸张16.4711.0517.2947201150铁件kg52.5794210.3248201380五金铁件kg1163.7855.66517.1949210350尼纶帽个6179.5390.53089.7750220010草板纸张15539.4260.7511654.5751220090白布[幅0.9m宽]m20.3782.440.9252220180草袋子m210839.4251.718427.0253220250麻绳kg0.2625.171.3554220290棉纱头kg1.6675.689.4755220400纸筋kg926.8481926.8556230030电焊条kg6266.3846.1438475.657230080焊锡kg3.1352784.6558240020组合钢模板kg37174.4454.23157247.959240070回转扣件kg199.64.8958.0860240080对接扣件kg182.794.8877.3961240090直角扣件kg754.1384.83619.8662240120脚手架底座kg88.1493.9343.7863240150支承件(支撑钢管及扣件)kg30054.2143.8114206.0164270130水m313127.4130.8911683.465270150木柴kg78.6240.3426.7366270170锯木屑m31.17915.618.467270200金刚石(三角型)块36.4324.6167.5968270210金刚石200×75×50块6.9551390.4269270230砂布张53.8980.948.5170270240铁砂纸张648.8820.62402.3171270260木炭kg13.2471.1715.572270450挤压套筒G25个6647.01212.558342073280030其它材料费元34069.479134069.4874320030竹架板(侧编)m2596.4511.56859.1775330020扁钢kg67.014.1274.7476330130钢板kg113.43.13354.9477330210镀锌铁皮0.552mm厚[26#]m2431.9922.979922.8178330240角钢kg39.44.1161.5479330300圆钢kg59.23.28194.1880330320圆钢Φ8kg167820.64.1688064.4681330340圆钢Φ10以内kg145.1924.1595.2982330350圆钢Ⅰ级Φ10以内kg5.1734.121.2183330370圆钢Ⅱ级Φ10以上kg29.3534.1120.3584330400圆钢Φ14kg251730.94.11032096.785330420圆钢Φ18kg106.2274.1435.5386330520螺纹钢Ⅱ级Φ28kg209775.754.1860080.5887330620螺纹钢Ⅱ级Φ22kg209775.754.1860080.5888330650冷拔低碳钢丝kg12997.1273.342890.5289330710钢丝绳kg0.5616.33.5390330730钢丝绳Φ8绳1×19kg32.1697.6244.4891350030焊接钢管kg3715.9083.2312002.3892350040焊接钢管m20.45815.76322.4293470080调和漆kg33.71511.01371.294470160防火漆kg28.88313.37386.1795470180防锈漆kg407.72312.244990.5396470240红丹防锈漆kg25.81910.29265.6797470340清油kg4.48715.1467.9498470380聚胺脂甲料kg20779.34217.77369248.9199470390聚胺脂乙料kg32510.67516.75544553.8100470430银粉kg0.144273.89101480010催干剂kg1.37.249.41102480050隔离剂kg5312.2051.668818.26103480070石棉板5mmm2314.7086.271973.22104480090高强度憎水珍珠岩屋面保温板FN-290m31003.833490491878珠岩m3694.18994.365462.03106480290PVC防水卷材m225095.82414.88373425.86107490020石油沥青30#kg216.2161.8389.19108490110汽油kg0.62.851.71109490160煤油kg5.522.3512.97110490180油漆溶剂油200#kg46.1673.12144.04111490190油漆溶剂油kg15.6083.1248.7112490240草酸kg1.384.25.8113490320盐酸kg0.6581.020.67114490450二甲苯kg2501.8613.358381.23115490521聚氯乙烯薄膜m210981.3531.213177.62116490570嵌缝膏kg69.2450.9565.78117490630双[白]灰粉kg43611.9280.219158.5118490710硬白蜡kg3.664.6817炔气m35.6337.542.25120500020氧气m30.6163.52.16121500030107胶kg518.0371.46756.33122500150密封膏支2509.58214.7436991.24123500310粘结剂FN-300kg23165.3768185323.01124500480303胶kg8687.01616.78145768.13125av0910砂布张6.960.96.26126cl00587松原木m3133.277994.26132512.13127cl04281丙酮kg0.64.12.46128cl05381粘结剂g4800.0314.4129cl06306杉原条m3160.288977156600.96130pb11001砼地模m20.19364.7112.46131sp010700普通商品砼c40m36729.6534342920669.4132jx01025木工圆锯机Φ500mm台班0.0421.590.86133jxj01008履带式推土机功率75kw(大型)台班1.835446.61819.62134jxj01078夯实机(电动)20～62kgm(小型)台班831.2524.2520157.82135jxj03027汽车式起重机5t(中型)台班112.605378.8842663.68136jxj03049龙门式起重机10t(中型)台班0.09277.8325137jxj03050龙门式起重机20t(大型)台班0.034523.5617.8138jxj03061塔式起重机6t(大型)台班0.03447.5513.47139jxj03063塔式起重机15t(大型)台班0.159786.38124.93140jxj04002载重汽车4t(中型)台班1.395251.54350.96141jxj04004载重汽车6t(中型)台班608.665313.51190822.49142jxj04005载重汽车8t(大型)台班1.618416.14673.46143jxj04011自卸汽车6t(中型)台班10.385407.994236.98144jxj04039机动翻斗车1t(小型)台班42.21485.133593.69145jxj04043洒水车4000L(中型)台班0.372315.23117.27146jxj04047轨道平车10t(中型)台班0.05670.463.95147jxj05009电动卷扬机(单筒慢速)5t(小型)台班126.68878.159900.68148jxj05020皮带运输机15m(小型)台班0.17794.6516.74149jxj06002滚筒式混凝土搅拌机(电动)400L(中型)台班626.99989.255928.3150jxj06024灰浆搅拌机200L(小型)台班145.14142.516169.95151jxj07001钢筋调直机φ14mm(小型)台班7.84839.42309.39152jxj07002钢筋切断机φ40mm(小型)台班91.74340.963757.79153jxj07003钢筋弯曲机φ40mm(小型)台班255.54524.576278.73154jxj07012木工圆锯机φ500mm(小型)台班32.65127.19887.78155jxj07018木工压刨床单面600mm(小型)台班4.36230.52133.13156jxj07024木工裁口机多面400mm(小型)台班0.06837.882.58157jxj07046摇臂钻床φ50mm(中型)台班0.02879.862.24158jxj07054剪板机40×3100mm(大型)台班0.004730.72.92159jxj07055型钢剪断机500mm(中型)台班0.022166.953.67160jxj07061板料校平机16×2500mm(大型)台班0.0041841.257.37161jxj07070刨边机12000mm(大型)台班0.006672.814.04162jxj07071管子切断机φ60mm(小型)台班2.58619.4950.41163jxj07092挤压钳台班109.90644.794922.69164jxj07094型钢校正机台班0.022166.953.67165jxj08037高压油泵80MPa(小型)台班109.906181.6319962.23166jxj09002交流电焊机30KVA(小型)台班3.37468.78232.09167jxj09004交流电焊机40KVA(小型)台班7.84699.1777.49168jxj09013直流电焊机30kw(小型)台班310.58279.6124725.42169jxj09018对焊机75KVA(小型)台班53.06699.415275.31170jxj09034点焊机75KVA(中型)台班80.62122.839902.52171jxj10020内燃空气压缩机9m3/min(中型)台班0.016290.884.65172jxj12019平面磨石机3kw(小型)台班13.09122.28291.67173jxj12039组合烘箱(小型)台班0.178134.4923.94174jxj12044电焊条烘干箱45×35×45cm3(小型)台班0.17817.323.08175jxj15001垂直运输机械(综合)台班961.931254.3244618.94176jxj15002塔吊卷扬机(综合)台班0.634262.86166.71177jxj15007推土机，适应于推土方(综合)台班0.208573.14119.16178jxj15015挖掘机，适应于挖碴(综合)台班2.049624.691280.18179jxj18001其他机械费元3.49813.5180zc00010塑料管m101353535合计18436589单位工程造价计价表（人工费+机械费为计价基础）表8工程名称：14#栋第2页共1页序号名称费率(%)计算办法及计算程序合价(元)１．１j人工费(基期)按规定计算的直接工程费和施工措施费中的人工费(基期)2086121.67１．３j机械费(基期)按规定计算的直接工程费和施工措施费中的机械费(基期)844499.81１直接费１．１＋１．２＋１．３＋１．４＋１．５＋１．６＋１．７＋１．８＋１．９22444098.75１．１人工费按规定计算的直接工程费和施工措施费中的人工费7802474.63１．２材料费按规定计算的直接工程费和施工措施费中的材料费12498036.69１．３机械费按规定计算的直接工程费和施工措施费中的机械费844500.34１．４主材费除１．２项以外的主材费6716.5１．５大型施工机械进出场及安拆费0.5(１．１＋１．２＋１．３＋１．４)×机械进出场安拆费率105758.64１．６工程排水费0.2(１．１＋１．２＋１．３＋１．４)×排水费率42303.46１．７冬雨季施工增加费0.16(１．１＋１．２＋１．３＋１．４)×冬雨季施工费率33842.77１．８零星工程费5(１．１＋１．２＋１．３＋１．４)×零星工程费率1057586.41１．９质量检测费0.25(１．１＋１．２＋１．３＋１．４)×质量检测费率52879.32２企业管理费33.3(１．１j＋１．３j)人工和机械费(基期)×企业管理费率975896.95３利润22(１．１j＋１．３j)人工和机械费(基期)×利润率644736.73４安全防护、文明施工措施费20.07×1(１．１j＋１．３j)人工和机械费(基期)×安全文明费率588175.73５其他６工伤保险0.9人工工资总额×工伤保险费率70222.27７规费6.54(１+２+３+４+５+６)×规费率1612300.19８税金3.461(１+２+３+４+５+６+７)×税率911469.25９单位工程概算总价１+２+３+４+５+６+７+８27246899.88单位工程概算总价贰仟柒佰贰拾肆万陆仟捌佰玖拾玖元捌角捌分27246899.88工程概算表表9工程名称：14#栋序单价其中合价其中项目名称单位工程量人工材料机械人工材料机械费费费费费费103-018砖外墙(砼小型空心砌块墙厚190)不带圈梁^混合砂浆M7.5100m297.687521.123863.533289.01368.59734663.437738932127136003.4203-026换钢筋砼外墙墙厚200^普通商品砼c35100m241.4322453.510579.110858.31016.09930246.543829144985942096.6303-026换钢筋砼外墙墙厚200^水泥52.5级100m227.6119785.910579.18190.711016.1546287.429208722614528054.5403-096换钢筋砼内墙墙厚200^普通商品砼c45100m214.6326186.612889.712206.71090.18383109.418857617858415949.4503-096换钢筋砼内墙墙厚200^普通商品砼c35100m216.0225514.712889.711534.91090.17408746.220649318478917464.6603-096换钢筋砼内墙墙厚200^普通商品砼c35100m228.7225514.712889.711534.91090.17732783.437019133128231309.8703-096换钢筋砼内墙墙厚200^普通商品砼c40100m215.4825850.712889.711870.81090.17400168.219953218376016875.9803-096换钢筋砼内墙墙厚200^泵送商品混凝土C30100m229.9522847.112889.78867.291090.18684271.338604526557532651903-093轻质墙板（玻纤水泥珍珠岩板）板厚85mm100m232.2814311.65741.238167.98402.34461976.718532726366212987.41003-092砖内墙(陶粒砼空心砌块墙厚190)不带圈梁^混合砂浆M7.5100m275.3912131.96302.65482.88346.42914623.747515341335426116.51103-130外墙面挂贴块料石板(灌缝砂浆35mm厚)砖墙面100m21.2622944.45416.3417189.6338.5228909.986824.5821658.9426.531203-136外墙面面砖(砂浆粘结)密缝100m2165.467205.64599.862465.91139.84119223976109240800923137.81304-016综合脚手架多层建筑物(层高3.6m以内)檐口高度在120m以内100m2178.662682.741599.38971.12112.24479297.528574417350020053.31410-001多层建筑物超高增加费在30米以内m255.7417.0310.89949.25607.011510-004多层建筑物超高增加费在60米以内m255.7528.0615.521564.35865.241610-007多层建筑物超高增加费在90米以内m267.1745.4722.883054.221536.851705-098换现浇有梁板板厚15cm以外^普通商品砼c4010m37.668423.732855.065183.84384.8364525.7521869.839708.22947.771805-097换现浇有梁板板厚15cm以内^普通商品砼c3510m354.449750.983912.385348.52490.08530843.221299029117326680.11905-097现浇有梁板板厚15cm以内^砾40C30(525#)现浇10m3134.389588.583912.385186.12490.08128851352574569691165857.32005-001整体地面水泥砂浆面层20mm厚(98zj001-地1)^水泥砂浆,1：2100m25.584490.641884.672443.73162.2425057.7810516.413636905.312105-033钢筋砼整体地面水泥砂浆面层(98zj001-楼1)^水泥砂浆,1：2100m2130.781592.22978.78535.7177.73208230.612800570059.610166.12205-022瓷质地砖(500×500以内)地面(98zj001-地18)100m213.4610176.83100.436881.89194.513698041731.892630.32617.932305-018块料面层块料石板地面(98zj001-地20)100m20.4321191.63186.1317702.8302.679112.391370.037612.21130.152405-009防水整体地面水泥砂浆卫生间厚20mm(98zj001-地44)^水泥砂浆100m214.498493.63024.95119.43349.28123072.343830.774180.55061.052505-138阳台栏板现浇钢筋砼阳台、砼栏板10m2136.966466.112805.723300.83359.56885597.938427145208249244.82605-121现浇钢筋砼整体式楼梯^现浇C20砾40(425#)10m283.32517.841216.911185.84115.1209736.210136998780.29587.492705-056砼天棚混合砂浆抹面有梁楼盖(98zj001-顶3/47)100m2163.593325.532521.35714.8789.31544022.741246811694514609.82805-073合成高分卷材屋面带钢性防水层保温层(98zj001-屋2/76)100m25.5847103.217598.928939.5564.82262835.898201.71614823151.692905-123现浇钢筋砼雨篷带翻边^现浇C20砾40(425#)10m27.523522.922086.611266.18170.1326492.3915691.39521.71279.393005-129型钢栏杆、钢管扶手10m22.761091.45332.5603.53155.4224841.517567.7113736.33537.463105-142天沟10m194806.552653.781831.8320.9791324.4350421.934804.26098.373205-140带散水明沟10m13.231255.57537.03671.3847.1616611.197104.948882.33623.9233D5-91塑料管安装(粘接)管外径（毫米以内）16010m19114.9112.52.310.092183.082137.543.941.643406-025防火门(国标J618)实拼式双面衬石棉板100m23.5251763.425890.925618.1254.32182207.291136.190175.9895.23506-027防火门(国标J618)实拼式不带衬100m20.9645632.321486.123891.9254.3243807.0320626.722936.2244.143606-026换防火防盗门(国标J618)实拼式单面衬石棉板100m26.175353723511.329771.4254.32330323.41450651836891569.143706-049换塑钢门安装带亮^中空玻璃5+6A+5100m221.5923816.1187521689.8251.27514189.140481.34682835425.013806-050塑钢门安装不带亮100m211.9423556.5187521430.2251.37281264.922387.52558763001.413906-052换塑钢窗带纱^中空玻璃5+6A+5100m25.1131292.7315027891.3251.41159905.816096.51425251284.734007-028圆钢筋直径6mm以上t1161.25417.5801.474342.26273.78629080793066150422313179154107-026小型构件制作安装t17.117207.622678.864173.49355.26123322.345835.371408.56078.534208-076明沟沉砂井井深H=1200座2769.26467.72283.5418.011538.52935.45567.0836.0143A9-修330mm厚胶粉聚苯颗外墙保温层100m2165.475241.651500372714.65867336.22482056167072424.47合计21147570.967802474.6312498036.69844500.34人工、主要材料、机械汇总表表10工程名称：14#栋序号编码名称及规格单位数量单价(元)合价(元)1100002综合人工工日100654.117575490582610011主体增加费的人工费元1985.91811985.923610021外装饰增加费的人工费元240.5451240.544610031内装饰增加费的人工费元782.6361782.645rg00003综合人工(机上)工日49.641753723.086rg00003综合人工(建筑)工日3309.4752482057rg00003综合人工(市政)工日28.5752137.58110015红青砖240×115×53千块50.44221911046.79110020水泥425#kg1761476.30.4704590.5310110030水泥525#kg452488.180.42190045.0311110050白水泥kg161.8510.5385.7812110054砼小型空心砌块(综合)m31644.834131.24215867.9513110360水m3298.3280.89265.5114120040砼弯头Φ10cm套14.2752.637.1215120060轻质墙板60mmm23389.46020336416120156铁钉[园钉]kg20.4525.37109.8317120186镀锌铁丝8#kg8.8954.2437.7118120192镀锌铁丝22#kg0.9914.044.0119120279草袋子m220.4241.734.7220120286麻绳kg0.1425.170.7321120344钢丝绳kg0.9066.35.7122120401隔离剂kg49.9691.6682.9523120486107胶kg221.6551.46323.6224130010红青砖240×115×53千块78.78121917252.9525130170中、粗砂(天然砂综合)m30.01630.510.4926130180中净砂(过筛)m31737.67111192881.427130190粗净砂m32790.522136379511.0228130300石灰膏m3169.29929049096.7329130480砾石最大粒径10mmm399.78714714668.6630130500砾石最大粒径20mmm3315.9114545806.9531130510砾石最大粒径40mmm31690.806143241785.2632130560碎石最大粒径40mmm30.061438.5733130590石碴30～70mmm33.59839140.3234130620陶粒砼空心砌块m31180.381217.01256154.5335140190塑钢门[不带亮]m21148.628210241211.8836140200塑钢门[带亮]m22076.958195405006.8137140210塑料窗帘纱扇m2484.42819092041.3238140230内外执勾组296.7095.51631.939160170块料石板500×500m2136.23114019072.3740160220块料石板m243.6461406110.4341160610铝合金压条3×30mmm1218.6726.78165.142170470面砖75×150千块1368.52210.97288716.5943170580地面砖500×500m21276.81636.746859.1344170600地板砖m296.10434.673331.9445180160117胶kg74195.3181.2693486.146190140螺栓综合kg773.0375411.2147190220膨胀螺栓套40202.4270.4819297.1748190380螺钉百个275.86151379.3149190490木螺钉38mm百个83.0792.2182.7750190510木螺钉百个161.3932322.7951200150射钉百个61.1664.7287.4852200180铁钉[园钉]kg7338.7645.3739409.1653200450其它铁件kg5589.903422359.6154200510镀锌铁丝8#kg4521.6314.2419171.7155200530镀锌铁丝10#kg223.2363.3736.6856200540镀锌铁丝12#kg94.3323.37317.957200570镀锌铁丝22#kg3664.3764.0414804.0858200750合金钢钻头Φ20个4.37435153.0959200840地脚个27586.10.411034.4460200980梁卡具模板用kg967.8543871.461200990零星卡具kg24961.213499844.8562201080砂纸张183.7061.05192.8963201120窗(铁)纱m2412.0192.0885764201150铁件kg3.142412.5765201380五金铁件kg8981.3815.650295.7466201420U型卡kg1220.1844.235161.3867210110塑料薄膜m237.4641.244.9668210150塑料压条m7403.2717403.2769210350尼纶帽个27988.240.513994.1270220010草板纸张18761.5570.7514071.1771220090白布[幅0.9m宽]m23.4352.448.3872220180草袋子m26578.3011.711183.1173220230麻袋只19.551597.7674220250麻绳kg0.1215.170.6275220290棉纱头kg190.6135.681082.6876220400纸筋kg6346.84916346.8577230030电焊条kg9041.9556.1455517.678230080焊锡kg24.19727653.3179240020组合钢模板kg44385.7374.23187751.6780240070回转扣件kg816.034.83916.9481240080对接扣件kg1104.9234.85303.6382240090直角扣件kg4688.4854.822504.7383240120脚手架底座kg108.8043.9424.3484240150支承件(支撑钢管及扣件)kg20857.8313.879259.7685270130水m39821.2250.898740.8986270150木柴kg367.2590.34124.8787270170锯木屑m38.8115.6137.4488270230砂布张552.0550.9496.8589270240铁砂纸张4406.6490.622732.1290270260木炭kg102.2311.17119.6191270450挤压套筒G25个9382.49612.55117750.3292280030其它材料费元8421.55418421.5593320030竹架板(侧编)m21904.06911.521896.7994320040竹架板(平编竹笆)m23017.9253.610864.5395330020扁钢kg790.2274.13239.9396330130钢板kg18136.63.1356767.5697330210镀锌铁皮0.552mm厚[26#]m23333.83522.9776578.1998330310圆钢Φ6kg6984.5634.128636.7199330320圆钢Φ8kg236884.84.1971227.68100330340圆钢Φ10以内kg66.9454.1274.48101330350圆钢Ⅰ级Φ10以内kg2.0894.18.57102330370圆钢Ⅱ级Φ10以上kg13.5344.155.49103330380圆钢Φ10kg5522.7754.122643.38104330400圆钢Φ14kg355327.24.11456841.5105330420圆钢Φ18kg1252.714.15136.11106330520螺纹钢Ⅱ级Φ28kg2961064.11214034.6107330620螺纹钢Ⅱ级Φ22kg2961064.11214034.6108330650冷拔低碳钢丝kg835.0163.32755.55109330710钢丝绳kg0.9616.36.06110330730钢丝绳Φ8绳1×19kg373.317.62837.16111340290铜丝kg10.37826269.82112350030焊接钢管kg20332.3123.2365673.37113350040焊接钢管m241.25615.763802.19114470080调和漆kg379.41111.014177.32115470160防火漆kg222.90513.372980.23116470180防锈漆kg2952.25212.2436135.56117470240红丹防锈漆kg280.15910.292882.83118470340清油kg25.43115.14385.02119470380聚胺脂甲料kg1249.31317.7722200.29120470390聚胺脂乙料kg1954.63416.7532740.12121480010催干剂kg11.8127.2485.52122480050隔离剂kg7050.5841.6611703.97123480070石棉板5mmm21850.6876.2711603.81124480090高强度憎水珍珠岩屋面保温板FN-290m360.35349029573.11125480160珍珠岩m341.73794.33935.76126480170玻璃布0.2mm厚m21382.8751.672309.4127480280软填料kg1930.897.9915427.81128480290PVC防水卷材m21508.83214.8822451.42129480300SBS改性沥青卷材m2424.014208480.29130490020石油沥青30#kg142.3881.8256.3131490110汽油kg201.5932.85574.54132490160煤油kg7.0622.3516.6133490170SBS油膏kg84.6764.21356.49134490180油漆溶剂油200#kg307.4743.12959.32135490190油漆溶剂油kg128.5993.12401.23136490200松节油kg1.0293.994.11137490240草酸kg1.7664.27.42138490320盐酸kg5.0811.025甲苯kg150.4193.35503.9140490521聚氯乙烯薄膜m2660.231.2792.28141490570嵌缝膏kg809.2020.95768.74142490630双[白]灰粉kg185488.30.2138952.54143490710硬白蜡kg4.6794.6821.9144500010乙炔气m3151.8987.51139.24145500020氧气m325.6653.589.83146500030107胶kg12549.451.4618322.2147500150密封膏支150.88314.742224.02148500280SBS粘胶kg632.9112.671689.87149500310粘结剂FN-300kg1392.768811142封油膏kg2011.7693.747524.02151500480303胶kg522.28816.788763.99152500510硬聚氯乙烯格栅m21.169.210.67153av0910砂布张13.2240.911.9154cl00007中空玻璃5+6A+5m2762.77893.8171556.19155cl00164钢防盗窗(成品)m26175030850156cl00587松原木m3181.436994.26180394.44157cl02800电kw·h427.4090.6256.45158cl03028聚苯颗粒kg7446.1545335076.75159cl03031（聚苯颗粒）胶粉料kg91008.52.6236622.1160cl04240机械台班的折旧费圆187.6431187.64161cl04241机械台班的大修理费圆41.202141.2162cl04242机械台班的经常修理费圆164.8081164.81163cl04243机械台班的安拆费及场外运费圆271.5361271.54164cl04246机械管理费圆13.403113.4165cl04281丙酮kg1.144.14.67166cl05381粘结剂g9120.0327.36167cl06306杉原条m3324.436977316973.97168pb11001砼地模m24.53264.71293.29169sj00022界面砂浆kg28129.91.645007.84170sh00052b泵送商品混凝土C30(不计5%)m31137.386282320742.74171sp010600普通商品砼c35m32255.285417940453.93172sp010700普通商品砼c40m3383.634434166497.07173sp010800普通商品砼c45m3289.089451130379.05174jx01025木工圆锯机Φ500mm台班0.07621.591.64175jxj01078夯实机(电动)20～62kgm(小型)台班43.3424.251050.99176jxj03027汽车式起重机5t(中型)台班116.959378.8844313.48177jxj03061塔式起重机6t(大型)台班0.708447.55316.95178jxj03063塔式起重机15t(大型)台班3.739786.382940.42179jxj04002载重汽车4t(中型)台班10.768251.542708.48180jxj04004载重汽车6t(中型)台班869.949313.51272737.75181jxj04005载重汽车8t(大型)台班6.714416.142793.91182jxj04039机动翻斗车1t(小型)台班1.96985.13167.63183jxj05009电动卷扬机(单筒慢速)5t(小型)台班182.07378.1514229.04184jxj05020皮带运输机15m(小型)台班0.77694.6573.43185jxj06002滚筒式混凝土搅拌机(电动)400L(中型)台班426.50289.238044.02186jxj06024灰浆搅拌机200L(小型)台班474.27142.5120161.27187jxj07001钢筋调直机φ14mm(小型)台班3.80839.42150.13188jxj07002钢筋切断机φ40mm(小型)台班120.61940.964940.56189jxj07003钢筋弯曲机φ40mm(小型)台班350.0524.578600.74190jxj07012木工圆锯机φ500mm(小型)台班146.27127.193977.1191jxj07018木工压刨床单面600mm(小型)台班0.43130.5213.15192jxj07024木工裁口机多面400mm(小型)台班0.03137.881.19193jxj07046摇臂钻床φ50mm(中型)台班6.84479.86546.56194jxj07054剪板机40×3100mm(大型)台班2.395730.71750.32195jxj07071管子切断机φ60mm(小型)台班30.49819.49594.41196jxj07083电锤520W(小型)台班649.9749.386096.76197jxj07092挤压钳台班155.13644.796948.56198jxj08037高压油泵80MPa(小型)台班155.136181.6328177.41199jxj09002交流电焊机30KVA(小型)台班39.99468.782750.78200jxj09004交流电焊机40KVA(小型)台班18.82199.11865.16201jxj09013直流电焊机30kw(小型)台班438.36879.6134898.44202jxj09018对焊机75KVA(小型)台班74.999.417445.79203jxj09034点焊机75KVA(中型)台班115.422122.8314177.28204jxj15001垂直运输机械(综合)台班1253.777254.3318835.47205jxj15002塔吊卷扬机(综合)台班0.292262.8676.87206jxj18001其他机械费元598.5081598.51207jxj18003安装综合机械元81.508181.51208zc00010塑料管m191.9356716.5合计21461959单位工程造价计价表（人工费+机械费为计价基础）表11工程名称：15#栋第2页共1页序号名称费率(%)计算办法及计算程序合价(元)１．１j人工费(基期)按规定计算的直接工程费和施工措施费中的人工费(基期)1996885.33１．３j机械费(基期)按规定计算的直接工程费和施工措施费中的机械费(基期)804525.43１直接费１．１＋１．２＋１．３＋１．４＋１．５＋１．６＋１．７＋１．８＋１．９21643456.94１．１人工费按规定计算的直接工程费和施工措施费中的人工费7470190.35１．２材料费按规定计算的直接工程费和施工措施费中的材料费12114341.85１．３机械费按规定计算的直接工程费和施工措施费中的机械费804526.01１．４主材费除１