景观管理用房预算书

&20&10 工程 路基工程安全技术交底工程项目施工成本控制工程量增项单年度零星工程技术标正投影法基本原理 名称:景观管理用房工程&"微软雅黑,常规"&20分部分项工程量清单综合单价 分析 定性数据统计分析pdf销售业绩分析模板建筑结构震害分析销售进度分析表京东商城竞争战略分析 表&20&10第&P页共&N页顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增10502010010011000*1000*80黄金麻荔枝花岗岩m2620.8352.25218676.829.83281.572.0810.8910.8916.99借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm2620.810.26330.671.425.181.590.570.570.8768借324换垫层无筋混凝土(商砼)换为【商品混凝土C15】m362.08309.7419228.4713.01248.0720.6920.697.283借2找平层硬基层面上水泥砂浆厚度2cmm2620.89.86083.843.253.060.20.690.691.91借1631+1633地面及其它防潮、防水SBS改性沥青防水卷材热熔一层平面实际层数(层):2m2620.886.3853622.035.3475.921.071.072.9882借1找平层软基层面上水泥砂浆厚度2cmm2620.810.596574.273.413.390.280.740.742.03借857钢筋现浇构件圆钢筋φ8t0.3963790.821501.16599.312585.9822.12123.9123.9335.61借598现浇商品混m393.12329.9930728.5811.26271.5720.4320.436.303顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增凝土基础砼满堂基础无梁式287块料面层（水泥砂浆结合层）花岗岩板m2620.8152.4294620.4713.05126.842.612.617.3082050201001002250*250*50芝麻黑剖光面花岗岩m236.1310.9311224.5730.2239.522.0910.9610.9617.2借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm236.110.2368.131.425.181.590.570.570.8768借324换垫层无筋混凝土(商砼)换为【商品混凝土C15】m33.61309.741118.1513.01248.0720.6920.697.283借2找平层硬基层面上水泥砂浆厚度2cmm236.19.8353.783.253.060.20.690.691.91借1631+1633地面及其它防潮、防水SBS改性沥青防水卷材热熔一层平面实际层数(层):2m236.186.383118.165.3475.921.071.072.9882顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增借1找平层软基层面上水泥砂浆厚度2cmm236.110.59382.33.413.390.280.740.742.03借857钢筋现浇构件圆钢筋φ8t0.0453790.82170.59599.312585.9822.12123.9123.9335.61借598换现浇商品混凝土基础砼满堂基础无梁式换为【商品混凝土C25】m35.415345.141868.9311.26286.7220.4320.436.303287块料面层（水泥砂浆结合层）花岗岩板m236.1106.523845.2613.0580.942.612.617.3083010302001001实心砖墙m319.38328.56366.3361.51198.493.2316.812.9235.55借336换红(青)砖直形墙砖墙(双面混水)1砖墙换为【水泥砂浆M7.5-S-3】m319.38328.496366.0661.51198.493.2316.812.9235.554020201001001墙面一般抹灰m2207.328.215847.9311.843.30.282.422.068.31借323换一般抹灰水泥砂浆墙面、墙裙砖墙换为【水泥砂浆1:3水泥32.5】m2207.328.215847.9311.843.30.282.422.068.315040201013001排水沟、截m143.7664092006.4640顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增补充材料成品缝隙式排水沟m143.7664092006.46406010404001001直形墙m312.3373.084588.8821.24288.3629.1622.4311.89借623换现浇商品混凝土墙直形墙换为【商品混凝土C25】m312.3373.094589.0121.25288.3629.1622.4311.8977010404001002直形墙m2164.2851.58460.429.9729.541.222.882.215.68借1045现浇混凝土模板墙直形墙竹胶模板木支撑m2164.2851.58460.329.9729.541.222.882.215.68068010416001001现浇混凝土钢筋t1.8063827.996913.35599.312585.9822.12161.07123.9335.61借857钢筋现浇构件圆钢筋φ8t1.8063827.996913.35599.312585.9822.12161.07123.9335.619040308001001水泥砂浆抹面m249.128.481398.3712.63.670.282.831.937.17借324换一般抹灰水泥砂浆墙面、墙裙砼墙换为【水泥砂浆1:3水泥32.5】m249.128.481398.3712.63.670.282.831.937.1710010703001001墙面卷材防水m249.1102.475031.2811.179.530.282.962.276.33借1632+1634地面及其它防潮、防水SBS改性沥青防m249.191.664500.647.6976.1421.544.3042顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增借1找平层软基层面上水泥砂浆厚度2cmm249.110.81530.773.413.390.280.960.742.0311010302001002实心砖墙m39.38366.943441.977.04206.322.820.7315.9444.11借334换红(青)砖直形墙砖墙(双面混水)1/2砖墙换为【水泥砂浆M7.5-S-3】m39.38366.933441.7877.04206.312.8120.7315.9444.10112040308001002水泥砂浆抹面m249.128.481398.3712.63.670.282.831.937.17借324换一般抹灰水泥砂浆墙面、墙裙砼墙换为【水泥砂浆1:3水泥32.5】m249.128.481398.3712.63.670.282.831.937.1713020101003001细石混凝土找平层m236.116.28587.713.068.330.41.231.042.22借7换找平层细石砼基本厚度3cm换为【商品混凝土C20】m236.116.28587.713.068.330.41.231.042.2214010401003001集水坑m30.632075.871307.8422.191150.6420.57138.19106.3237.98借598换现浇商品混凝土基础砼满堂基础无梁式m30.63366.42230.8411.26301.8726.5620.436.303顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增借990现浇混凝土模板基础满堂基础无梁式竹胶模板木支撑m22151.281076.9512.3325.460.623.352.586.950415050201001003600*600*60厚芝麻灰烧毛面花岗岩m23309.11235.04777773.2121.24184.870.98.078.0711.89借1-64填土夯实、原土夯实原土夯实平地m23309.111.193925.270.560.090.110.110.3141借1-248夯填级配碎石机械夯实m3992.733113.34112519.048.4794.341.79224.7406借2-287换人行道砖垫层商品混凝土换为【商品混凝土C15】m3661.822339.17224469.5125.43250.21.823.7623.7614.238287块料面层（水泥砂浆结合层）花岗岩板m23309.11132.02436858.7713.05106.442.612.617.30816050201001004600*600*60厚芝麻黑烧毛面花岗岩m2554.68250.34138858.5921.24200.170.98.078.0711.89借1-64填土夯实、原土夯实原土夯实平地m2554.681.19657.960.560.090.110.110.3141顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增借1-248夯填级配碎石机械夯实m3166.404113.3418860.688.4794.341.79224.7406借2-287换人行道砖垫层商品混凝土换为【商品混凝土C15】m3110.936339.1737626.0525.43250.21.823.7623.7614.238287块料面层（水泥砂浆结合层）花岗岩板m2554.68147.3281713.7913.05121.742.612.617.30817050201001005600*600*60厚芝麻灰烧毛面花岗岩45°斜拼m2482.61270.74130661.8321.24220.570.98.078.0711.89借1-64填土夯实、原土夯实原土夯实平地m2482.611.19572.470.560.090.110.110.3141借1-248夯填级配碎石机械夯实m3144.783113.3416410.18.4794.341.79224.7406借2-287换人行道砖垫层商品混凝土换为【商品混凝土C15】m396.522339.1732737.2725.43250.21.823.7623.7614.238287块料面层（水泥砂浆结合层）花岗岩板m2482.61167.7280941.913.05142.142.612.617.3081805020100100630厚灰石板m2211.13210.2744394.3116.24169.291.357.157.159.09顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增借1-64填土夯实、原土夯实原土夯实平地m2211.131.19250.440.560.090.110.110.3141借1-248夯填级配碎石机械夯实m363.339113.347179.018.4794.341.79224.7406借2-287换人行道砖垫层商品混凝土换为【商品混凝土C15】m342.226339.1714321.7525.43250.21.823.7623.7614.238借2-285人行道砖垫层水泥砂浆m34.2226209.72885.5636.18138.817.247.2420.261借2-273人行道砖铺装人工铺装石材砖m2211.13103.0621759.827.3388.090.461.541.544.10261905020100100730厚金麻黄荔枝面碎拼，边长250-500m2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78借596换现浇商品混凝土基础独立基础混凝土换为【商品混凝土C25】m35.76344.871986.4711.53285.9220.4920.496.454借982现浇混凝土模板基础独m210.246.76476.919.2827.071.042.042.045.2776顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增立基础竹胶模板木支撑借69天然石材零星项目花岗岩粘结剂m210.2207.792119.4622.11164.464.424.4212.38借补子目45厚钢化玻璃灯罩、3厚不锈钢外罩镂空刻花、L10*10*3不锈钢包边灯箱个196096096028050201001011防腐木铺地m2150.8723.91109165.6319.91678.871.766.116.1111.15借1-64填土夯实、原土夯实原土夯实平地m2150.81.19178.880.560.090.110.110.3141借1-248夯填级配碎石机械夯实m330.16113.343418.428.4794.341.79224.7406借324换垫层无筋混凝土(商砼)换为【商品混凝土C15】m315.08309.744670.8313.01248.0720.6920.697.283借993现浇混凝土模板基础混凝土基础垫层木模板m215.0840.6612.245.229.830.411.111.112.9378借195地面(地台)木龙骨高200mmm2150.8178.1126858.996.05166.10.111.231.233.39顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增以内单层双向借206长条松木地板铺在木龙骨上企口m2150.8486.9273427.549.79466.021.252.192.195.4829010101003001挖基础土方m3204.3415.223110.050.390.0712.50.590.710.96借144挖掘机挖土(装车)一、二类土m3204.346.361299.430.195.280.250.30.33049借161自卸汽车运土5km以内m3204.348.861810.270.190.077.220.340.410.6290230010401006001垫层m37.2315.962274.9113.01248.0726.920.697.29借324换垫层无筋混凝土(商砼)换为【商品混凝土C15】m37.2315.942274.813.01248.0726.920.697.28331010401006002垫层模板m214.440.95589.685.229.840.411.451.112.94借993现浇混凝土模板基础混凝土基础垫层木模板m214.440.93589.435.229.830.411.451.112.937832010401002001独立基础m322.54366.168253.2511.52301.0826.6320.486.45借596换现浇商品混凝土基础独立基础混凝土换为【商品m322.54366.178253.4511.53301.0726.6320.496.454顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增33010401002002独立基础模板m267.3947.363191.599.2827.071.042.652.045.28借982现浇混凝土模板基础独立基础竹胶模板木支撑m267.3947.373192.169.2827.071.042.662.045.277634010402001001矩形柱m33.46398.191377.7427.22301.430.7123.6215.24借612换现浇商品混凝土柱矩形柱换为【商品混凝土C30】m33.46398.21377.7827.22301.430.7123.6215.24435010402001002矩形柱模板m234.5663.72201.4714.0933.980.843.862.977.96借1018现浇混凝土模板柱矩形柱竹胶模板木支撑m234.5663.692201.0714.0933.970.833.862.977.957936010416001002现浇混凝土钢筋t0.7863664.922880.63438.122690.7564.54127.8398.33245.35借870钢筋现浇构件螺纹钢筋φ12t0.7863664.912880.62438.122690.7464.54127.8398.33245.3537010416001003现浇混凝土钢筋t0.5473196.71748.59287.862534.0258.7887.5267.32161.2借873钢筋现浇构件螺纹钢筋φ18t0.5473196.721748.61287.872534.0258.7887.5267.32161.2138010416001004现浇混凝土钢筋t0.3453481.361201.07482.262477.3321.02130.38100.3270.07顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增借869钢筋现浇构件螺纹钢筋φ8t0.3453481.391201.08482.272477.3321.03130.39100.3270.0739010416001005现浇混凝土钢筋t0.0458422.37379.011828.223234.221084.22707.6544.311023.8借951钢筋铁件及电渣压力焊接预埋铁件t0.0458422.62379.021828.263234.31084.25707.64544.341023.8340050303004001金属花架柱t3.946861.9727036.161192.053925456.79310.29310.29667.55616花架钢檩条综合t3.946861.9727036.161192.053925456.79310.29310.29667.5541050303004002金属花架梁t2.4176861.9716585.381192.053925456.79310.29310.29667.55616花架钢檩条综合t2.4176861.9716585.381192.053925456.79310.29310.29667.5542050303004003金属花架梁t1.0876861.977458.961192.053925456.79310.29310.29667.55616花架钢檩条综合t1.0876861.977458.961192.053925456.79310.29310.29667.554305020100101230厚花岗岩板面层m264.05164.310523.4217.85124.910.545.55.510借1-64填土夯实、原土夯实原土夯实平地m264.051.1975.980.560.090.110.110.3141借1-248夯填级配碎石机械夯实m312.81113.341451.928.4794.341.79224.7406借2-287换人行道砖垫层商品混凝土m36.405339.172172.3825.43250.21.823.7623.7614.238顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增换为【商品混凝土C15】287块料面层（水泥砂浆结合层）花岗岩板m264.05106.526822.4113.0580.942.612.617.30844050201001013300*300*60厚花岗岩面层m28.4199.31674.1220.48148.580.499.149.1411.47借1-64填土夯实、原土夯实原土夯实平地m28.41.199.960.560.090.110.110.3141借2-287换人行道砖垫层商品混凝土换为【商品混凝土C15】m32.268339.17769.2425.43250.21.823.7623.7614.238287块料面层（水泥砂浆结合层）花岗岩板m28.4106.52894.7413.0580.942.612.617.30845050201001014花岗岩面层m28.4312.942628.725.47246.891.0812.6212.6214.26借1-64填土夯实、原土夯实原土夯实平地m28.41.199.960.560.090.110.110.3141借1-248夯填级配碎石机械夯实m31.68113.34190.428.4794.341.79224.7406借2-287换人行道砖垫层商品混凝土换为【商品m30.84339.17284.925.43250.21.823.7623.7614.238顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增混凝土C15】借2-287换人行道砖垫层商品混凝土换为【商品混凝土C20】m32.52359.57906.1125.43270.61.823.7623.7614.238287块料面层（水泥砂浆结合层）花岗岩板m28.4147.321237.4613.05121.742.612.617.30846050201001015露骨料砼（灰色）m2336.87172.8458224.619.27141.373.766.546.545.36借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm2336.8710.23435.271.425.181.590.570.570.8768借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm2336.8710.23435.271.425.181.590.570.570.8768借324换垫层无筋混凝土(商砼)换为【商品混凝土C25】m353.8992344.9118590.4813.01283.2420.6920.697.283借2-241换商品混凝土路面现浇混凝土(真空吸水)厚度15cm换m2336.8767.2822664.184.3655.70.62.092.092.4431顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增为【商品混凝土C25】借补子目1无色透明密封m2336.873010106.13047050201001016露骨料砼（红色）m295.7172.8416540.799.27141.373.766.546.545.36借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm295.710.2975.911.425.181.590.570.570.8768借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm295.710.2975.911.425.181.590.570.570.8768借324换垫层无筋混凝土(商砼)换为【商品混凝土C25】m315.312344.915281.2913.01283.2420.6920.697.283借2-241换商品混凝土路面现浇混凝土(真空吸水)厚度15cm换为【商品混凝土C25】m295.767.286438.574.3655.70.62.092.092.4431借补子目1无色透明密封m295.73028713048050201001017露骨料砼（绿色）m2132.79172.8422951.429.27141.373.766.546.545.36顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm2132.7910.21354.141.425.181.590.570.570.8768借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm2132.7910.21354.141.425.181.590.570.570.8768借324换垫层无筋混凝土(商砼)换为【商品混凝土C25】m321.2464344.917328.1413.01283.2420.6920.697.283借2-241换商品混凝土路面现浇混凝土(真空吸水)厚度15cm换为【商品混凝土C25】m2132.7967.288933.944.3655.70.62.092.092.4431借补子目1无色透明密封m2132.79303983.73049050201001018300*100*30厚芝麻黑抛面花岗岩m222.38183.654110.0918.11136.733.987.247.2410.35借2-1路床碾压检验m222.381.5534.780.150.120.810.180.180.1242借2-136砂砾石底层(天然级配)人工配合铺装厚m222.3810.2228.221.425.181.590.570.570.8768顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增度15cm借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm222.3810.2228.221.425.181.590.570.570.8768借324换垫层无筋混凝土(商砼)换为【商品混凝土C25】m33.5808344.911235.0613.01283.2420.6920.697.283287块料面层（水泥砂浆结合层）花岗岩板m222.38106.522383.8513.0580.942.612.617.30850050201001019Φ30-50黑色卵石散铺m264.43250.7416155.1894.9163.970.4219.0619.0653.32279卵石面层拼花m264.43250.7416155.1894.9163.970.4219.0619.0653.3251050201001020600*300*30厚芝麻黑荔枝面花岗岩m237.11205.367620.9119.05156.33.178810.84借1-64填土夯实、原土夯实原土夯实平地m237.111.1944.020.560.090.110.110.3141借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm237.1110.2378.431.425.181.590.570.570.8768顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm237.1110.2378.431.425.181.590.570.570.8768借324换垫层无筋混凝土(商砼)换为【商品混凝土C15】m37.422309.742298.8713.01248.0720.6920.697.283287块料面层（水泥砂浆结合层）花岗岩板m237.11121.824520.6313.0596.242.612.617.30852050201001021600*300*30厚芝麻灰荔枝面花岗岩m2210.76205.3643281.6719.05156.33.178810.84借1-64填土夯实、原土夯实原土夯实平地m2210.761.192500.560.090.110.110.3141借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm2210.7610.22149.251.425.181.590.570.570.8768借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm2210.7610.22149.251.425.181.590.570.570.8768借324换垫层无筋混m342.152309.7413056.0313.01248.0720.6920.697.283顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增凝土(商砼)换为【商品混凝土C15】287块料面层（水泥砂浆结合层）花岗岩板m2210.76121.8225674.1513.0596.242.612.617.30853050201001022300*150*30厚芝麻灰荔枝面花岗岩m240.8190.067754.4519.051413.178810.84借1-64填土夯实、原土夯实原土夯实平地m240.81.1948.40.560.090.110.110.3141借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm240.810.2416.061.425.181.590.570.570.8768借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm240.810.2416.061.425.181.590.570.570.8768借324换垫层无筋混凝土(商砼)换为【商品混凝土C15】m38.16309.742527.4513.01248.0720.6920.697.283287块料面层（水泥砂浆结m240.8106.524345.8913.0580.942.612.617.308顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增合层）花岗岩板54050201001023300*150*30厚芝麻黑荔枝面花岗岩m222.26190.064230.7419.051413.178810.84借1-64填土夯实、原土夯实原土夯实平地m222.261.1926.40.560.090.110.110.3141借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm222.2610.22271.425.181.590.570.570.8768借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm222.2610.22271.425.181.590.570.570.8768借324换垫层无筋混凝土(商砼)换为【商品混凝土C15】m34.452309.741378.9513.01248.0720.6920.697.283287块料面层（水泥砂浆结合层）花岗岩板m222.26106.522371.0713.0580.942.612.617.30855050201001024300*300*30厚芝麻灰荔枝面花岗岩m25.76190.061094.7519.051413.178810.84顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增借1-64填土夯实、原土夯实原土夯实平地m25.761.196.830.560.090.110.110.3141借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm25.7610.258.741.425.181.590.570.570.8768借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm25.7610.258.741.425.181.590.570.570.8768借324换垫层无筋混凝土(商砼)换为【商品混凝土C15】m31.152309.74356.8213.01248.0720.6920.697.283287块料面层（水泥砂浆结合层）花岗岩板m25.76106.52613.5413.0580.942.612.617.30856050201001025600*300*30厚芝麻白荔枝面花岗岩m266.78205.3613713.9419.05156.33.178810.84借1-64填土夯实、原土夯实原土夯实平地m266.781.1979.210.560.090.110.110.3141借2-136砂砾石底层(天然级配)人m266.7810.26811.425.181.590.570.570.8768顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增工配合铺装厚度15cm借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm266.7810.26811.425.181.590.570.570.8768借324换垫层无筋混凝土(商砼)换为【商品混凝土C15】m313.356309.744136.8513.01248.0720.6920.697.283287块料面层（水泥砂浆结合层）花岗岩板m266.78121.828134.9413.0596.242.612.617.30857050201001026300*150*50厚芝麻灰荔枝面花岗岩m28.13230.861876.8919.05181.83.178810.84借1-64填土夯实、原土夯实原土夯实平地m28.131.199.640.560.090.110.110.3141借2-136砂砾石底层(天然级配)人工配合铺装厚度15cmm28.1310.282.911.425.181.590.570.570.8768借2-136砂砾石底层(天然级配)人工配合铺装厚m28.1310.282.911.425.181.590.570.570.8768顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增度15cm借324换垫层无筋混凝土(商砼)换为【商品混凝土C15】m31.626309.74503.6313.01248.0720.6920.697.283287块料面层（水泥砂浆结合层）花岗岩板m28.13147.321197.6913.05121.742.612.617.308580106050020015厚耐候钢m214.98160.992411.638.82142.220.642.441.884.99借14525厚耐候钢m214.981612411.88.82142.220.642.441.884.991659050304004003现浇混凝土桌凳个112819.5112819.511512.619559.4108.11393.71393.71851.97借1-64填土夯实、原土夯实原土夯实平地m27.21.198.540.560.090.110.110.3141借1-248夯填级配碎石机械夯实m31.08113.34122.418.4794.341.79224.7406借324换垫层无筋混凝土(商砼)换为【商品混凝土C15】m30.576309.74178.4113.01248.0720.6920.697.283借993现浇混凝土模板基础混凝土基础垫层木模板m21.4440.658.465.229.830.411.111.112.9378顺序号项目编号(定额编号)项目名称单位数量综合单价(元)综合合价(元)综合单价人工费材料费机械费管理费利润人工费调增借324换垫层无筋混凝土(商砼)换为【商品混凝土C20】m33.456329.841139.9213.01268.1720.6920.697.283借993现浇混凝土模板基础混凝土基础垫层木模板m28.6440.6350.785.229.830.411.111.112.9378借1435金属结构制作金属零星构件t0.0166160.8898.571386.092672.13556.97373.18373.187