（消防培训）消防井
工程预算表序号定额编号项目名称数量定额单位基价合计（元）1A1-0001场地平整0.1981000m21417.50280.72A1-0020水池、控制室挖掘机挖土方0.6451000m31957.481262.63A1-0006水池、控制室人工挖土方0.717100m32178.91562.34A1-0178水池、控制室回填土3.221100m3697.962248.135A1-0329水池、控制室外运土方10KM0.4071000 m324646.578810.26A1-0049水封井挖土0.293100m32142.67627.87A1-0329水封井挖土外运10KM0.005471000m321646.57118.48A1-0178水封井回填土0.2383100m3697.96166.39A1-0050集水坑、排水沟、吸水坑挖土0.1805100m32536.77457.910A3-0329集水坑、排水沟、吸水坑外运10KM0.02351000m321646.57508.711A1-0189吸水坑回填混江沙0.278510m3947.8026412A1-0190控制室、水池、水封井支挡土板2.57100m22184.945615.313A4-0017控制室垫层0.71110m32484.431766.414A4-0047控制室底板C30S60.944310m32695.992545.815A4-0049控制室顶板C30S60.2410m32749.9966016A4-0032控制室砼墙C30S61.18410m32980.833529.317A4-0012JC-1基础0.01810m32310.7141.5918A4-0013JC-1后浇细石砼0.004510 m33040.5313.68序号定额编号项目名称数量定额单位基价合计（元）19A4-0014JC-1灌洞C350.004810m33318.515.920A4-0017水池垫层1.48110m32484.433679.4421A4-0047水池底板C30S62.59110m32695.996985.322A4-0049水池顶板C30S61.23110m32749.993385.2423A4-0020水池柱C30S60.1110m33164.96348.124A4-0032水池砼墙C30S63.54110m32980.8310555.125A4-0017水封井垫层C150.02310m32484.4357.126A4-0047水封井底板C30S60.04410m32695.99118.627A4-0039水封井砼墙0.29510m33112.79918.328A4-0040人孔砼墙0.08110m33278.57265.629A3-0066重型铸铁井盖0.110套3182.31318.230A6-0053上人钢梯0.1061t6597.9470031A13-0024挖掘机进出场费2台次4835.79671.432A10-0020双排脚手架1.91100m2937.291790.233A10-0048安全防护架0.844100m21689.641426.134A10-0053安全防护网0.844100m2846.2714.235A4-0169现浇构件钢筋10以下3.178t4390.8913954.236A4-0171现浇构件钢筋10以上11.769t4212.9149581.737A9-0017控制室垫层模板0.71110m3229.31163.0438A9-0047控制室底板C30S6模板0.944310m31467.751385.9939A9-0049控制室顶板C30S6模板0.2410m32490.88597.8序号定额编号项目名称数量定额单位基价合计（元）40A9-0032控制室砼墙C30S6模板1.18410m31137.871347.2441A9-0012JC-1基础模板0.01810m3456.478.2242A9-0014JC-1灌洞模板0.004810m3305.641.4743A9-0013JC-1后浇细石砼模板0.004510m3173.870.7844A9-0017水池垫层模板1.48110m3229.31339.645A9-0047水池底板C30S6模板2.59110m31467.753802.946A9-0049水池顶板C30S6模板1.23110m32490.883066.2747A9-0020水池柱C30S6模板0.1110m32202.06242.2348A9-0032水池砼墙C30S6模板3.54110m31137.874029.249A9-0017水封井垫层模板0.02310m3229.315.2750A9-0047水封井底板C30S6模板0.04410m31467.7564.5851A9-0039水封井砼墙C30S6模板0.29510m31231.83363.452A9-0040上人孔砼墙模板0.08110m35560.59450.453A4-0212预埋件制作0.21t6671.811401.0854A4-0213预埋件安装0.21t1860.25390.6555A4-0214预埋件成品安装0.05t9818.94490.9合计：203652.4元直接费：203652.4元措施费：203652.45.38%=10955.05元间接费:工伤保险费 42034.951.22%=512.83元 住房公积金 42034.956.1%=2564.13元 工程排污款 203652.40.2%=407.3元企业管理费：203652.410.81%=22014.82元利润：203652.47%=14255.67元材差：33964.9元税金：（+）3.41%=9831.95元合计：298159.03元本预算根据施工图，参考市场材料价格，根据吉林省建筑工程计价定额 JLJD-J2-2001为依据进行编制。钢材市场价 4700元/t二等木方市场价 1920元/ m3模板市场价 1960元/ m3二等圆木市场价 1850元/ m3水泥市场价 360元/t其中、钢材、木材、水泥按实际市场价进行换算找差价材料价差:A15-0090 低流动砼C20 169.56元/ m3A15-0206 低流动C30P6 242.88元/ m3差值：(242.88169.56)103.386 m3=7580.26元水泥 (0.36元0.33元)419kg103.386 m3=1299.56元二等木方 (1920元/ m3600元/ m3)2.9065 m3=3836.58元模板 (70元/张29张)/ m31087元/ m32.476 m3=2161.55元圆木 (1850元/ m31040元/ m3)1.028=832.68元钢材10以上11.769t(47003元/t3500元/t) =14122.8元钢材10以下3.178t(47003元/t3400元/t) =4131.4元合合计：33964.9元工程预决算工程名称： 工程造价： 298159.03元 2010年 9 月 26 日建设单位： 监理单位： 施工单位： 项目负责人： 监理工程师： 编制人：7
