消防泵房及水池一套工程预算书.docx

1、消防泵房及水池一套工程预算书消防泵房和水池工程工程预算书 一、项目特征：消防泵房土建和装饰、电气、消防工程和水池工程二、本预算仅供参考。施工图预算汇总表表号专业工程施工图预算合计措施预算一合计措施预算二合计含税总计人工费总计材料费总计主材费总计机械费总计管理费总计规费总计利润总计税金总计1消防水池、泵房土建2688761353885760458963100183.9163370.833238.6659335.0212045.574429130935155632消防水池、泵房装饰装修工程1873724488132622712838469.98151305.601409.172001.251700

2、7923377023消防泵房、水池电气设备安装工程7018258094492333.33523.374097.09119.28202.9310318223204消防泵房、水池消防工程111292600137542389.061791.616488.07511.87208.191057842466 各专业工程预算计价汇总4743951854487086709294143376.3316991.443823.8261375.3414457.94633864183224051 总承包服务费(含税)000000000000 专业工程暂估价合计000000000000 暂列金额项目合计000000000

3、000预算总价A+B+C+D：000709294143376.3316991.443823.8261375.3414457.94633864183224051柒拾万玖仟贰佰玖拾肆元整措施费汇总表号专业工程名称安全文明施工措施费合计直接工程费直接工程人工费直接工程材料费直接工程机械费计算公式1消防水池、泵房土建8312261128.563977.35160157.936993.3150.00*30+261128.53*0.01462消防水池、泵房装饰装修工程3166185437.836437.39148341.2659.1836437.39*0.08693消防泵房、水池电气设备安装工程13168

4、18.722303.344396.1119.286818.72*0.0011 2303.34*0.05334消防泵房、水池消防工程12610925.942359.568054.51511.872359.56*0.0533土建施工图预算费用表序号费用项目名称计算公式金额 1施工图预算计价合计(工程量编制期预算基价)268876 2其中：人工费6397763977 3措施项目预算计价(一)合计措施项目(一)金额13538 4其中：人工费13301330 5措施项目预算计价(二)合计(工程量编制期预算基价)85760 6其中：人工费3487734877 7规 费(2+4+6)*1.00*0.4421

5、44291 8利 润(1+3+5+7)*0.07530935 9其中：施工装备费(1+3+5+7)*0.028249 10税 金(1+3+5+7+8)*0.035115563 11含税总计1+3+5+7+8+10458963施工图预算计价表序号编号项目名称单位工程量单价人工费单价材料费单价主材费单价机械费单价管理费单价合价人工费合价材料费合价主材费合价机械费合价管理费合价11-1人工平整场地 m2130.136.816.490000.32886844.5400041.6421-21槽底钎探 m287.334.994.750000.24436414.8200020.9631-20原土打夯 m28

6、7.331.61.27000.250.08140110.910021.836.9941-4人工挖一般土地槽(深度在4m以内) m35.4645.2343.090002.14247235.2700011.6851-45装载机装土自卸汽车运土(运距1km) m3498.59819.4200018.271.1596830009109.39573.3961-58人工回填土 m3166.9220.7818.09001.70.9934693019.5800283.76165.2571-79混凝土基础垫层(厚度在10cm以内) m312.32472.07107.47344.5013.816.29581613

7、24.034244.240170.1477.4982-14打钢板桩 t38.31436.53218.857.17867.85308.6434.02550198381.96274.6133238.6611820.911302.9792-15拔钢板桩 t38.3620.38220.70.640361.6937.35237618452.8124.51013852.731430.51109-66现浇钢筋混凝土贮水(油)池平池底 m346.672701181.18501.9600.4417.42327178456.0323427.48020.54813.03119-67现浇钢筋混凝土贮水(油)池池壁 m

8、348.05690.56181.49491.710017.36331818720.5923626.6700834.15129-68现浇钢筋混凝土贮水(油)池无梁池盖 m313.292700.29182.2499.2801.1517.6693082421.86636.43015.29234.74139-71现浇钢筋混凝土沉淀池水槽 m30.8707.99182.1507.0901.1517.65566145.68405.6700.9214.12144-26现浇混凝土矩形梁(单梁、连续梁) m34.823586.73127.08446.6400.7112.32830612.912154.1403.

9、4259.32154-60现浇混凝土台阶 m21.7120.8561.8553.08005.92205105.1590.240010.06164-42现浇混凝土平板 m311.32569.7106.55452.1100.7110.3364491206.155117.8908.04116.94176-83踏步式钢扶梯制作安装 t0.8410051.654481.74887.540333.37349.0484433764.634105.530280.03293.19184-122现浇混凝土圆钢筋(10以内) t2.214886.671159.943582.47028.63115.631080025

10、63.477917.26063.27255.54194-124现浇混凝土螺纹钢筋(20以内) t11.334904.24873.553849.4083.1998.1555659897.3243613.70942.541111.47204-125现浇混凝土螺纹钢筋(20以外) t0.124529.07548.153851.15065.7963.9854365.78462.1407.897.68214-128现浇混凝土加固筋 t0.754991.641231.83570.36061.6127.883744923.852677.77046.295.91224-150预埋铁件 t0.0811369.5

11、62248.038502.90342.38276.25910179.84680.23027.3922.1234-153电渣压力焊焊接钢筋接头 个18015.929.443.6201.661.228661699.2651.60298.8216243-12砌1/2页岩标砖墙(现场搅拌砂浆)砌砖模 m32.15600.8200.48376.3309.414.591292431.03809.11020.2131.37土建措施费一序号项目名称计算说明计算公式金额人工费材料费1安全文明施工措施费现场总面积30元+直接工程费1.46%150.00*30+261128.53*0.014683121330698

12、2.482二次搬运措施费材料费3.10%(126919.22+33238.66+0.00)*0.031496504964.893竣工验收存档资料编制费直接工程费0.10%261128.53*0.0012610261.13土建措施费二序号编号项目名称单位工程量单价人工费单价材料费单价机械费单价管理费单价合价人工费合价材料费合价机械费合价管理费合价111-3大口井排水(直径在50cm以内) m28322.0294.57146.0567.613.890172647.964089.41892.8386.4211-5抽水机抽水(DN100潜水泵) 台班13531.8800.1730.461.254304

13、022.954112.1168.75312-1搭拆单层建筑综合脚手架(建筑面积500m2以内) m293.1130.4419.628.150.791.8828341826.82758.8573.56175.05413-1支拆现浇混凝土垫层模板 m312.32110.4471.9630.411.286.791361886.55374.6515.7783.65513-24支拆现浇混凝土矩形单梁、连续梁模板 m34.823691.96442.01184.0623.4542.4433372131.81887.72113.1204.69613-66支拆现浇混凝土台阶模板 m21.744.5828.781

14、2.051.012.747648.9320.491.724.66713-136支拆钢筋混凝土贮水(油)池混凝土平池底模板 m346.67270.8531.7235.480.65333071480.441655.9230.34140.02813-139支拆钢筋混凝土贮水(油)池圆形池壁模板(壁厚30cm以内) m348.05678.78392.23236.5612.7137.283261518846.6511366.71610.721791.3913-143支拆钢筋混凝土贮水(油)池无梁池盖模板 m313.292595.51272.33283.9813.1126.0979163619.81377

15、4.66174.26346.791013-146支拆钢筋混凝土沉淀池水槽模板 m30.82173.181155.02862.2645.68110.221739924.02689.8136.5488.181114-3混凝土泵送费(0.00以下) m3125.95718.670017.990.682352002265.9785.651215-1建筑物垂直运输(檐高20m以内) 工日132.12.76002.640.1236500348.7415.851315-18地下混凝土工程垂直运输(包括混凝土材料,非塔吊施工) m3125.95730.060028.751.313786003621.26165

16、1416-15履带式挖掘机场外包干运费(1m3以内) 台次26375.631231.8299.874522.42321.54127512463.6599.749044.84643.08施工图装饰预算工程费用表序号费用项目名称计算公式金额 1施工图预算计价合计(工程量编制期预算基价)187372 2其中：人工费3643736437 3措施项目预算计价(一)合计措施项目(一)金额4488 4其中：人工费16431643 5措施项目预算计价(二)合计(工程量编制期预算基价)1326 6其中：人工费389389 7规 费(2+4+6)*1.00*0.442117007 8利 润(2+4+6)*0.24

17、9233 9税 金(1+3+5+7+8)*0.03517702 10含税总计1+3+5+7+8+9227128施工图装饰工程计价表序号编号项目名称单位工程量单价人工费单价材料费单价机械费单价管理费单价合价人工费合价材料费合价机械费合价管理费合价11-1干拌水泥砂浆带踢脚线地面(厚度20mm) m228.5634.3915.2217.880.420.87982434.68510.651224.8521-276平面铺三元乙丙橡胶防水卷材防潮层(冷贴满铺) m2123.287.6719.8566.7101.11108012445.528218.670136.7531-282平面铺SBS改性沥青防水卷

18、材(厚3mm) m2123.291.048.9381.6100.5112161100.1810054.35061.641-284屋面、地面在混凝土或硬基层上抹1:3水泥砂浆找平层(厚2cm) m2123.213.736.366.720.280.371692783.55827.934.545.5851-289无筋细石混凝土硬基层上找平层(厚度30mm) m2123.219.446.1912.880.020.352395762.611586.822.4643.1261-291细石混凝土硬基层上找平层(每增减5mm厚) m2492.82.750.672.0400.041355330.181005.3

19、1019.7178-200刷界面砂浆 m2281.964.392.91.2200.271238817.68343.99076.1381-277立面铺三元乙丙橡胶防水卷材防潮层(冷贴满铺) m2158.7693.825.6566.7101.44148924072.1910590.880228.6191-283立面铺SBS改性沥青防水卷材(厚3mm) m2158.7694.612.3281.5900.69150191955.9212953.230109.54102-12混凝土内墙面抹素水泥浆底水泥砂浆面(2mm+8mm+8mm)找平层 m2158.7627.2518.017.141.051.054

20、3262859.271133.55166.7166.7112-12混凝土内墙面抹素水泥浆底水泥砂浆面(2mm+8mm+8mm)保护层 m2158.7627.2518.017.141.051.0543262859.271133.55166.7166.7122-137零星项目抹素水泥浆底水泥砂浆面(2mm+12mm+8mm) m276.9342.2130.398.361.691.7732472337.9643.13130.01136.17131-2533:7灰土垫层夯实 m313.44248.6777.5165.361.414.433421041.62222.4418.9559.14144-44不

21、锈钢格栅防护门安装 m21989.4486.06899.5303.8598986.06899.5303.85154-101玻璃幕墙制作安装 m246.961134.67205.38920.109.19532849644.6443207.90431.56164-5001断桥隔热铝合金平开门(成品)安装 m24.08828.1564.23761.0402.883379262.063105.04011.75171-22450圆管钢管弯头制作安装 个452.7924.6611.4214.981.7321198.6445.6859.926.92181-194铁花栏杆(钢筋)制作安装 m12.3114.0

22、749.0762.802.21403603.56772.44027.06191-28镶铺多色花岗岩条石面400*1.3M m2113.24470.4634.81433.470.61.58532753941.8849086.1467.94178.92装饰工程措施费一序号项目名称计算说明计算公式金额人工费材料费1单层建筑超高工程人工附加费(30m)人工费3.12%36437.39*0.031211371136.8502安全文明施工措施费人工费8.69%36437.39*0.08693166506.632659.783竣工验收存档资料编制费直接工程费0.10%185437.77*0.0011850185.44装饰工程措施费二序号编号项目名称单位工程量单价人工费单价材料费单价机械费单价管理费单价合价人工费合价材料费合价机械费合价管理费合价17-1装饰装修内檐综合脚手架(建筑面积500m2以内) m293.113.62.820.420.090.27335262.5739.118.3825.1428-22单层建筑物垂直运输(檐高20m以内) 工日106.47.