分部分项工程量清单综合单价分析表

'3.6分部分项工程量清单综合单价分析表表3-4分部分项工程量清单综合单价分析表项目编码项目名称计量单位工程数量单价（元）人工费材料费机械费管理费利润综合单价A.1土（石）方工程010101001001平整场地1.二类土100m215.34294.500.000.006.624.73105.84010101003001挖基础土方1.土壤类别：二类土2.挖土方式：人工开挖3.自卸车运土方100m317.1761192.200.0011628.51897.45641.0414359.20010103001001土方回填1.二类土2.原土回填,分层夯实3.压实系数不小于0.944.回填土内的有机物含量不大于5%。100m34.83341770.000.001650.41239.41171.023830.86A.2桩与桩基础工程010201003001压灌桩1.桩基选用超流态螺旋钻孔压灌混凝土桩2.桩端持力层为圆砾土3.桩径为600mm,桩长从承台底算起不小于11m4.单桩竖向承载力特征值Ra=1256KN5.桩身砼为C3010m346.216565.800.00735.4991.0965.061457.44A.3砌筑工程010302004001填充墙1.外墙为陶粒空心砌体2.墙厚300，局部为2003.墙体在地面层室内标高降60处设水平防潮层20厚，1：2水泥砂浆内掺5%防水剂10m383.297368.11450.428.49127.8991.352046.25010302004002填充墙1.内墙为陶粒砌体2.墙厚180，局部为1203.墙体在地面层室内标高降60处设水平防潮层20厚，1：2水泥砂浆内掺5%防水剂10m364.336368.11450.428.49127.8991.352046.25A.4混凝土及钢筋混凝土工程010401005001桩承台基础1.垫层采用C10素混凝土2.承台混凝土为C3010m332.972606.601957.60202.02193.64138.313098.17010402001001矩形柱1.C15混凝土10m319.328649.21307.04121.76145.46103.902327.36 2.桩高：6m010403001001承台梁1.梁底标高-1.6502.截面尺寸300×450~300×650不等3.C30混凝土10m36.78400.201321.49121.76129.0492.172064.66010403002001矩形梁1.梁底标高-0.052.截面尺寸有：300×750，400×800，300×600，300×650，200×400，250×500，250×3503.C30混凝土10m32.873400.201321.49121.76133.5995.422137.50010403002002矩形梁1.梁底标高3.852.截面尺寸有：300×750，400×800，300×600，300×650，200×400，250×500，250×3503.C30混凝土10m312.429400.201321.49121.76133.5995.422137.50010403002003矩形梁1.梁底标高7.7502.截面尺寸有300×750，400×800，300×600，300×650，200×400，250×500，250×3503.C30混凝土10m311.125400.201321.49121.76133.5995.422137.50010403002004矩形梁1.梁底标高11.6502.截面尺寸有300×750，400×800，300×600，300×650，200×400，250×500，250×3503.C30混凝土10m311.413400.201321.49121.76133.5995.422137.50010403002005矩形梁1.梁底标高15.3002.截面尺寸有300×750，400×800，300×600，300×650，200×400，250×500，250×3503.C30混凝土10m37.328400.201321.49121.76133.5995.422137.50010403002006矩形梁1.梁底标高16.4002.截面尺寸有300×400，250×350，200×400，250×4003.C30混凝土10m30.332400.201321.49121.76133.5995.422137.50010403004001压顶圈梁1.梁底标高18.5702.截面尺寸有300×750，400×800，300×600，300×650，200×400，250×500，250×3503.C30混凝土10m30.673723.001326.05121.76151.96108.542431.31010403005001过梁11.后砌非承重墙体设过梁2.截面尺寸120×180~300×300不等3.C20混凝土10m32.408783.001358.48121.76158.43113.162534.83010404001001直形墙1.地下室剪力墙2.墙厚3003.C20混凝土10m35.268511.201174.49121.76126.5290.372024.34010405001001有梁板10m32.126392.101195.19123.17119.7385．521915.72 1.板底标高-0.302.板厚1203.C30混凝土010405001002有梁板1.板底标高3.8502.板厚1203.C30混凝土10m310.635392.101195.19123.17119.7385．521915.72010405001003有梁板1.板底标高7.7502.板厚1203.C30混凝土10m310.667392.101195.19123.17119.7385．521915.72010405001003有梁板1.板底标高11.6502.板厚1203.C30混凝土10m310.619392.101195.19123.17119.7385．521915.72010405001004有梁板1.板底标高15.2502.板厚1203.C30混凝土10m36.749392.101195.19123.17119.7385．521915.72010405001005有梁板1.板底标高16.4002.板厚1203.C30混凝土10m30.318392.101195.19123.17119.7385．521915.72010405001006有梁板1.板底标高18.5702.板厚1203.C30混凝土10m30.523392.101195.19123.17119.7385．521915.72010406001001直行楼梯1.C20混凝土10m210.973172.50318.5650.3037.9027.07606.32010407002001散水坡道1.C10素混凝土垫层100厚2.C20混凝土10m31.5777624.602254.22375.57227.81162.723644.91010407003001地沟1.地沟截面1000×12002.C30混凝土100m21.7161592.401032.99199.30211.73151.233387.65010416001001砼钢筋Ⅰ级Φ6钢筋,HPB235t2.18866.402730.3537.46254.39181.714070.32010416001002砼钢筋Ⅰ级Φ8钢筋,HPB235t16.49560.102686.0060.16232.14165.813714.21010416001003砼钢筋Ⅰ级Φ10钢筋,HPB235t14.28327.002680.2035.19212.97152.123407.48010416001004砼钢筋Ⅰ级Φ12钢筋,HRB235t0.17307.803675.1040.68281.65201.184506.61010416001007砼钢筋Ⅱ级10钢筋,HRB335t0.04398.102680.2047.87218.83156.313501.31010416001008砼钢筋Ⅱ级12钢筋,HRB335t2.33307.802675.1040.68211.65151.183386.41010416001009砼钢筋Ⅱ级14钢筋,HRB335t23.01270.902705.3182.44214.11152.933425.69010416001010砼钢筋Ⅱ级16钢筋,HRB335t6.34244.802701.3680.80211.89151.353390.20010416001011砼钢筋Ⅱ级18钢筋,HRB335t7.57211.802715.3973.45210.04150.033360.72010416001012砼钢筋Ⅱ级20钢筋,HRB335t8.35194.702710.5472.71208.46148.903335.30010416001013砼钢筋Ⅱ级22钢筋,HRB335t20.83174.002708.5464.27206.28147.343300.43010416001014砼钢筋Ⅱ级25钢筋,HRB335t52.31155.702717.5452.36204.79146.283276.67 010416001015砼钢筋Ⅲ级8钢筋，HRB400t25.21560.102686.0060.16231.44165.313703.01010416001016砼钢筋Ⅲ级10钢筋，HRB400t11.15398.102680.2047.87218.83156.313501.31010416001017砼钢筋Ⅲ级12钢筋，HRB400t0.11323.102711.4690.92218.78156.273500.54010416001018砼钢筋Ⅲ级14钢筋，HRB400t0.19270.902705.3182.44214.11152.933425.69010416001019砼钢筋Ⅲ级16钢筋，HRB400t0.33244.802701.3680.80211.89151.353390.20010416001020砼钢筋Ⅲ级18钢筋，HRB400t0.10211.802715.3973.54210.05150.043360.82010416001021砼钢筋Ⅲ级20钢筋，HRB400t0.29194.702710.5472.71208.46148.903335.30A.7屋面、防水工程010701002002屋面卷材防水1.高分子聚乙烯复合防水卷材，每层300g/m2.水泥砂浆1：3找平3.水泥炉渣1：8找坡m21228.4812.1742.290.753.862.7661.84010702004001屋面排水管1.PVC管m9730.1410609.536.81152.48010703001002卷材防水1.SBS弹性体沥青2.卫生间、浴室3.四周卷起600高m2813.5210.5961.090.215.033.5980.52A.8保温隔热工程010803001001保温隔热屋面1.非上人屋面2.阻燃挤塑保温板3.水泥炉渣找坡，最薄处冷热沥青各一道（阁气层）20厚4.外保温10m369.03147.601926.000.00145.15103.682322.43010803003001保温隔热墙1.外墙（300，200厚）2.挤塑苯板保温层50厚3.外保温10m310.00525.6556.10.075.734.0991.64B.1楼地面工程020101001001水泥砂浆地面1.C15混凝土垫层80厚2.1：2水泥砂浆抹平20厚3.水泥砂浆一道（内掺建筑胶）储藏室外门m252.02211.07432.03676.173650.3535.96805.59020101001002水泥砂浆楼面1.C15混凝土垫层80厚2.1：2水泥砂浆抹平20厚3.水泥砂浆一道（内掺建筑胶）m242.85175.3357.50362.880341.7029.78667.17020101003001细石混凝土楼面1.C15混凝土垫层100厚2.1：2.5水泥砂浆找平薄处20厚3.SBS弹性体沥青防水卷材四周卷起600高4.阻燃挤塑苯板50厚5.1：2水泥砂浆找平薄处20厚6.抗渗钢筋混凝土板面层7.C20细石混凝土随打随抹光30厚m2188.7361.27130.0519.0114.7210.52235.57 020101003002细石混凝土地面1.300厚混砂2.100厚碎（卵）石灌M5水泥砂浆3.C15混凝土垫层100厚4.刷素水泥浆一道（内掺建筑胶）5.C20细石混凝土40厚，表面撒1：1水泥砂子随打随抹光m2268.9261.14118.5419.2213.929.95222.77020101005001自流平环氧胶泥地面1.C15混凝土垫层80厚2.1：3干硬性水泥砂浆结合层20厚，表面水泥粉刷素水泥浆一道（内掺建筑胶）3.SBS弹性体沥青防水卷材四周卷起600高4.C25细石混凝土40厚，随打随抹光，达到强度后进行表面打磨或喷砂处理5.环氧稀胶料一道6.自流平环氧胶泥1—2厚m2183.7261.7121.9118.9614.1810.13226.88020101005002自流平环氧胶泥楼面1.1：3干硬性水泥砂浆结合层20厚，表面水泥粉刷素水泥浆一道（内掺建筑胶）2.SBS弹性体沥青防水卷材四周卷起600高3.C25细石混凝土40厚，随打随抹光，达到强度后进行表面打磨或喷砂处理4.环氧稀胶料一道5.自流平环氧胶泥1—2厚m294.8661.7121.9118.9614.1810.13226.88020102001001石材地面1.C15混凝土垫层80厚2.1：3干硬性水泥砂浆结合层20厚，表面水泥粉刷素水泥浆一道（内掺建筑胶）3.花岗岩铺面20厚，水泥砂浆擦缝m252.55209.9131230.8322.39102.4273.161638.71020102001002石材楼面1.C15混凝土垫层80厚2.1：3干硬性水泥砂浆结合层20厚，表面水泥粉刷素水泥浆一道（内掺建筑胶）3.10厚高级玻化砖铺面，干水泥浆擦缝m2198.05209.9131230.8322.39102.4273.161638.71B.2墙、柱面工程020201003001喷涂料墙面1.内墙2.刷水泥浆一遍（内掺水重3—5%的建筑胶）3.20厚混合砂浆打底4.喷大白浆配比：大白：滑石粉：聚醋酸乙烯乳液：纤维素=50：25：1：0.5适当加水5.满刮大白腻子三道（包括刮腻子砂纸打磨）m27431.349.163.780.240.920.6614.76 020204001001高级瓷砖墙面1.1：3水泥砂浆打底扫毛13厚2.1：2水泥砂浆罩面8厚3.贴高级瓷砖5厚，白水泥擦缝m21103.2831.9281.810.167.975.69127.56020301001001喷涂料天棚1.刷素水泥浆一道（内掺建筑胶）2.10厚混合砂浆打底3.2厚纸筋灰罩面4.喷大白浆配比：大白：滑石粉：聚醋酸乙烯乳液：纤维素=50：25：1：0.5适当加水m22655.908.011.810.120.700.5011.13B.4门窗工程020401001001成品木门1500×2100m291.3572.83352.9913.8330.7721.98492.40020401001002成品木门900×2100m2143.6443.23230.408.2119.7314.09315.66020401001003成品木门800×2100m236.9638.84212.207.3818.0912.92289.43020401001004成品木门700×2100m230.8730.8733.99192.096.4516.28260.44020402005001白钢门5400×2900m231.3225.60246.110.7419.0713.64305.14020402005001白钢门1500×2900m213.0525.60246.110.7419.0713.64305.14020403001001电动卷帘门3300×3300套2140.002757.000.00195.79139.853132.64020403003001防火卷帘门1.规格900×21002.乙级防火门m21.8936.00160.250.9013.809.86220.81020403003002防火卷帘门1.规格900×21002.甲级防火门m21.8936.00160.250.9013.809.86220.81020406007001塑钢窗1800×2000m2403.222.40240.590.7518.4613.19295.39020406007002塑钢窗1500×2000m21222.40240.590.7518.4613.19295.39020406007003塑钢窗1800×1700m279.5622.40240.590.7518.4613.19295.39020406007004塑钢窗1500×1700m25.122.40240.590.7518.4613.19295.39020406007005塑钢窗900×900m22.4322.40240.590.7518.4613.19295.39020406001001防火窗1.规格1800×20002.乙级防火窗m23.619.6193.091.1714.9710.69239.52 '