山东省房屋修缮工程计价定额价目表(2013年4月最新发布版)
山东省房屋修缮定额计算规则
房屋修缮工程计价程序（一）土建、二次装修工程（二）安装工程说明：（1）“按定额项目计算的措施费”是指按《山东省房屋修缮工程计价定额》中列有相应子目或规定有计算方法的措施项目费用。
例如：混凝土、钢筋混凝土模板及支架、脚手架费、垂直运输机械及超高增加费、构件运输及安装费等。
（注：本类中的措施费有些要结合施工组织设计或技术方案计算）。
（2）“按费率计算的措施费”是指按省建设行政主管部门根据建筑市场状况和多数企业经营管理情况、技术水平等测算发布了参考费率的措施项目费用。
包括环境保护、文明施工、临时设施、夜间施工及冬雨季施工增加费、二次搬运费以及已完工程及设备保护费等。
按费率计取的措施费中人工费含量为：夜间施工增加费、冬雨季施工增加费及二次搬运费为20%，其余按10%。
（3）“按施工组织设计（方案）计算的措施费”是指承包人按施工组织设计（技术方案）计算的措施项目费用。
例如：大型机械进出场及安拆；施工排水、降水费用等。
山东省房屋修缮工程费用项目组成房屋修缮工程费由直接费、间接费、利润和税金组成。
一、直接费由直接工程费和措施费组成。
（一）直接工程费：是指施工过程中耗费的构成工程实体的各项费用，包括人工费、材料费、施工机械使用费。
1、人工费：是指直接从事房屋修缮工程施工的生产工人开支的各项费用，内容包括：（1）基本工资：是指发放给生产工人的基本工资。
（2）工资性补贴：是指按规定标准发放的物价补贴，煤、燃气补贴，交通补贴，住房补贴，流动施工津贴等。
（3）生产工人辅助工资：是指生产工人年有效施工天数以外非作业天数的工资，包括职工学习、培训期间的工资，调动工作、探亲、休假期间的工资，因气候影响的停工工资，女工哺乳时间的工资，病假在六个月以内的工资及产、婚、丧假期的工资。
（4）职工福利费：是指按规定标准计提的职工福利费。
（5）生产工人劳动保护费：是指按规定标准发放的劳动保护用品的购置费及修理费，徒工服装补贴，防暑降温费，在有碍身体健康环境中施工的保健费用等。
山东房屋修缮工程计算规则及定额解释
山东房屋修缮工程计算规则及定额解释山东省的房屋修缮工程计算规则及定额是根据一定的标准和规范来确定的，旨在明确工程项目的工作内容、工程量和造价，从而进行工程的施工、验收和结算。
一、工程计算规则1.工程计算单位：山东省的房屋修缮工程计量单位主要有平方米、立方米、米、项等。
2.工程量计算方法：山东省修缮工程的工程量计算主要采用直接计算和间接计算相结合的方法。
直接计算是指根据设计图纸和工程报价单，按照工程项目的实际情况进行量测和计算；间接计算是指根据工程项目的一些特定规则和标准，通过一些技术计算手段来进行估算。
3.工程造价计算方法：山东省修缮工程的工程造价计算主要采用清单计价和定额计价相结合的方法。
清单计价是指按照设计图纸和工程报价单，将工程项目的不同工种、不同工程量和不同材料的造价逐项列出，并加以计算；定额计价是指根据工程项目的工作量和单位工程造价定额，通过计算得出工程的造价。
4.工程计算的依据：山东省修缮工程的计算依据主要包括设计文件、工程报价单、工程量清单和施工组织设计等。
其中设计文件是指经过编制并审查批准的设计图纸和施工图纸；工程报价单是指根据设计文件和施工组织设计，按照工程项目的实际情况编制的工程造价清单；工程量清单是指根据设计文件和施工组织设计，按照工程项目的实际情况编制的工程量清单，包括人工工程量、材料工程量、机械设备工程量等。
二、定额解释定额是指在修缮工程中，根据一定的标准和规范，以实现工程目标为基础，确定工程项目的工作内容和工程量，并进行工程造价计算的一种定量标准和规范。
山东省修缮工程的定额主要包括建筑工程定额、装饰工程定额、安装工程定额和其他工程定额等。
1.建筑工程定额：建筑工程定额主要包括各类建筑物的工程量清单和工程造价定额，如房屋面积、墙体砌筑、地面铺装、屋面防水等。
2.装饰工程定额：装饰工程定额主要包括各类室内装饰工程的工程量清单和工程造价定额，如墙面装饰、地面铺装、天花板装修、门窗装置等。
山东省建筑工程消耗量定额价目表(2013年4月最新发布)
1-1-1人工挖普通土10m388.4488.441-1-2人工挖坚土10m3207.24207.241-1-3推土机推普通土20m内10m322.98 3.9619.02 1-1-4推土机推坚土20m内10m326.55 3.9622.59 1-1-5推土机推土100m内增运20m10m313.0813.08 1-1-6装载机装运土方20m内10m320.33 3.9616.37 1-1-7装载机装运200m内增运20m10m3 5.21 5.21 1-1-8铲运机铲运普通土200m内10m338.26 3.960.2234.08 1-1-9铲运机铲运坚土200m内10m349.14 3.960.2244.96 1-1-10铲运机500m内增运100m10m310.8810.88 1-1-11拉铲挖自卸汽车运普通土1km内10m3105.85 5.940.5399.38 1-1-12拉铲挖自卸汽车运坚土1km内10m3126.01 5.940.53119.54 1-1-13反铲挖自卸汽车运普通土1km内10m3102.76 5.940.5396.29 1-1-14反铲挖自卸汽车运坚土1km内10m3120.12 5.940.53113.65 1-1-15自卸汽车增运1km10m316.1116.11 1-1-16机械打孔爆破松石10m3126.2856.1034.8435.34 1-1-17机械打孔爆破坚石10m3234.2890.4255.4388.43 1-1-18挖掘机挖渣自卸汽车运渣1km内10m3210.657.260.53202.86 1-1-19自卸汽车运渣增运1km10m324.5524.55 1-1-20机械夯填土10m354.0938.9415.15 1-1-21光轮压路机回填碾压10m392.9829.040.6863.26 1-1-22振动压路机回填碾压10m390.5329.040.6860.81 1-2-1人工挖普通土深2m内10m3150.48150.481-2-2人工挖普通土深>2m10m3230.34230.341-2-3人工挖坚土深2m内10m3287.10287.101-2-4人工挖坚土深4m内10m3366.96366.961-2-5人工挖坚土深6m内10m3423.06423.061-2-6人工挖坚土深>6m10m3460.68460.681-2-7人工挖淤泥.流砂10m3726.00726.001-2-8人工挖冻土厚0.5m内10m3887.04887.041-2-9爆破后人工挖冻土厚0.5m内10m3304.70260.7044.001-2-10人工挖沟槽普通土深2m内10m3213.01212.520.49 1-2-11人工挖沟槽普通土深>2m10m3289.96289.740.22 1-2-12人工挖沟槽坚土深2m内10m3419.59419.100.49 1-2-13人工挖沟槽坚土深4m内10m3472.12471.900.22 1-2-14人工挖沟槽坚土深6m内10m3534.08533.940.14 1-2-15人工挖沟槽坚土深>6m10m3580.88580.800.08 1-2-16人工挖地坑普通土深2m内10m3237.04235.62 1.42 1-2-17人工挖地坑普通土深>2m10m3316.16315.480.68 1-2-18人工挖地坑坚土深2m内10m3472.66471.24 1.42 1-2-19人工挖地坑坚土深4m内10m3531.98531.300.68 1-2-20人工挖地坑坚土深6m内10m3593.78593.340.44 1-2-21人工挖地坑坚土深>6m10m3640.53640.200.33 1-2-22人工挖桩孔普通土孔深8m内10m3708.15632.2875.871-2-23人工挖桩孔坚土孔深8m内10m31151.671028.28123.391-2-24人工挖桩孔普通土孔深12m内10m3959.48856.68102.801-2-25人工挖桩孔坚土孔深12m内10m31517.581354.98162.601-2-26人工挖桩孔普通土孔深16m内10m31247.031113.42133.611-2-27人工挖桩孔坚土孔深16m内10m31972.921761.54211.381-2-28人工挖桩孔普通土孔深>16m10m31439.221285.02154.201-2-29人工挖桩孔坚土孔深>16m10m32276.742032.80243.941-2-30人工凿松石方10m3473.22473.221-2-31人工凿坚石方10m31063.921063.921-2-32人工凿沟槽松石10m3560.34560.341-2-33人工凿沟槽坚石10m31508.101508.101-2-34人工凿地坑松石10m3777.48777.481-2-35人工凿地坑坚石10m32270.402270.401-2-36人工凿桩孔松石10m32604.202325.18279.021-2-37人工修整爆破后基底松石10m2146.52146.521-2-38人工修整爆破后基底坚石10m2377.52377.521-2-39人工修整爆破后基底槽坑松石10m2177.54177.541-2-40人工修整爆破后基底槽坑坚石10m2420.42420.421-2-41人工修整爆破后边坡松石10m293.7293.721-2-42人工修整爆破后边坡坚石10m2258.72258.721-2-43人工运土方20m内10m3129.36129.361-2-44人工运土方200m内增运20m10m329.0429.041-2-45人工运淤泥流砂20m内10m3290.40290.401-2-46人工运淤泥流砂200m内增运20m10m343.5643.561-2-47人力车运土方50m内10m3104.28104.281-2-48人力车运土方500m内增运50m10m316.5016.501-2-49人力车运淤泥流砂50m内10m3234.30234.301-2-50人力车运淤泥流砂500m内增运50m10m325.0825.081-2-51人工清运石渣20m内10m3306.90306.901-2-52人工清运石渣200m内增运20m10m356.1056.101-2-53人力车清运石渣50m内10m3277.86277.861-2-54人力车清运石渣500m内增运50m10m336.3036.301-2-55人工清运石渣桩孔人工出渣10m3501.18447.4853.701-2-56人工装车土方10m3102.96102.961-2-57人工装车石渣10m3137.94137.941-3-1推土机推普通土20m内10m320.92 3.9616.96 1-3-2推土机推坚土20m内10m325.91 3.9621.95 1-3-3推土机推土100m内增运20m10m311.9711.97 1-3-4装载机装运土方20m内10m321.82 3.9617.86 1-3-5装载机装运200m内增运20m10m3 5.21 5.21 1-3-6铲运机铲运普通土200m内10m341.61 3.960.2237.43 1-3-7铲运机铲运坚土200m内10m353.60 3.960.2249.42 1-3-8铲运机运土500m内增运100m10m310.8810.88 1-3-9挖掘机挖普通土10m326.92 3.9622.96 1-3-10挖掘机挖坚土10m332.84 3.9628.88 1-3-11挖掘机挖淤泥.流砂10m382.6221.1261.50 1-3-12挖掘机挖槽坑普通土10m330.177.9222.25 1-3-13挖掘机挖槽坑坚土10m332.377.9224.45 1-3-14挖掘机挖普通土自卸汽车运1km内10m3123.10 5.940.53116.63 1-3-15挖掘机挖坚土自卸汽车运1km内10m3148.61 5.940.53142.141-3-16挖掘机挖普通土槽坑汽车运1km内10m3119.027.920.53110.57 1-3-17挖掘机挖坚土槽坑汽车运1km内10m3143.607.920.53135.15 1-3-18人工打孔爆破松石10m3214.54179.5235.021-3-19人工打孔爆破坚石10m3446.72395.3451.381-3-20人工打孔爆破槽坑松石10m3570.06484.4485.621-3-21人工打孔爆破槽坑坚石10m31151.761022.34129.421-3-22机械打孔爆破松石10m3149.2965.3438.5345.42 1-3-23机械打孔爆破坚石10m3279.62104.9461.17113.51 1-3-24机械打孔爆破槽坑松石10m3359.75159.7293.77106.26 1-3-25机械打孔爆破槽坑坚石10m3700.41275.88148.98275.55 1-3-26机械打孔爆破桩孔松石10m3815.71515.46185.39114.86 1-3-27机械打孔爆破桩孔坚石10m31899.381106.82383.01409.55 1-3-28控制爆破松石10m3450.75149.16249.8351.76 1-3-29控制爆破坚石10m3765.24215.16399.05151.03 1-3-30控制爆破槽坑松石10m3735.96213.18406.50116.28 1-3-31控制爆破槽坑坚石10m31396.65374.88659.76362.01 1-3-32静力爆破坚石10m34925.511133.882269.091522.54 1-3-33静力爆破槽坑坚石10m35472.481259.282521.211691.99 1-3-34风镐破碎桩孔松石10m34126.652228.82267.461630.37 1-3-35风镐破碎桩孔坚石10m35895.093183.84382.062329.19 1-3-36风镐破碎鼓石10m31744.641003.20741.44 1-3-37液压锤破碎松石10m3313.9640.92273.04 1-3-38液压锤破碎坚石10m3386.4741.58344.89 1-3-39液压锤破碎槽坑松石10m3372.7642.24330.52 1-3-40液压锤破碎槽坑坚石10m3459.6542.90416.75 1-3-41推土机推石渣20m内10m359.15 5.2853.87 1-3-42推土机推石渣100m内增运20m10m336.9136.91 1-3-43挖掘机挖集石渣10m377.48 5.2872.20 1-3-44挖掘机挖石渣自卸汽车运1km内10m3239.667.260.53231.87 1-3-45装载机装土方10m321.26 3.9617.30 1-3-46装载机装石方10m339.88 5.2834.60 1-3-47挖掘机装土方10m320.33 3.9616.37 1-3-48挖掘机装石方10m340.96 5.2835.68 1-3-49机动翻斗车运土方100m内10m391.4091.40 1-3-50机动翻斗车运土方500m内增运100m10m312.5612.56 1-3-51机动翻斗车运石方100m内10m3277.97277.97 1-3-52机动翻斗车运石方500m内增运100m10m333.2933.29 1-3-53拖拉机运土方1km内10m3183.20183.20 1-3-54拖拉机运土方增运1km10m321.8221.82 1-3-55拖拉机运石方1km内10m3376.86376.86 1-3-56拖拉机运石方增运1km10m344.1044.10 1-3-57自卸汽车运土方1km内10m370.37 1.980.5367.86 1-3-58自卸汽车运土方增运1km10m312.2212.22 1-3-59自卸汽车运石方1km内10m3123.11 1.980.53120.60 1-3-60自卸汽车运石方增运1km10m322.5122.51 1-3-61垂直运输机械运土方10m347.7721.7825.99 1-3-62垂直运输机械运石方10m380.7936.9643.831-3-63运输钻孔桩泥浆5km内(桩体积)10m31487.69424.381063.31 1-3-64运输钻孔桩泥浆增运1km(桩体积)10m381.1881.18 1-4-1人工场地平整10m241.5841.581-4-2机械场地平整10m2 5.670.66 5.01 1-4-3竣工清理10m310.5610.561-4-4基底钎探十眼75.2475.241-4-5人工原土夯实10m210.5610.561-4-6机械原土夯实10m27.47 5.94 1.53 1-4-7原土机械碾压10m2 1.330.660.67 1-4-8填土机械碾压10m3109.7332.340.6876.71 1-4-9人工松填土10m352.1452.141-4-10人工夯填土(地坪)10m3106.28105.600.681-4-11机械夯填土(地坪)10m351.8034.9816.82 1-4-12槽、坑人工夯填土10m3132.68132.000.681-4-13槽、坑机械夯填土10m368.0646.2021.86 1-4-14槽、坑夯填砂10m31156.13172.26981.72 2.15 1-4-15槽、坑夯填石屑10m3706.46172.26532.05 2.15 1-4-16槽、坑夯填石渣10m3687.02224.40459.80 2.82 1-4-17钎探灌砂10眼 2.47 1.45 1.022-1-13:7灰土垫层10m31377.22552.42812.7512.05 2-1-2砂垫层10m31291.09307.56981.38 2.15 2-1-3人工级配砂石垫层10m31506.27529.98969.72 6.57 2-1-4天然级配砂石垫层10m31194.17442.20745.40 6.57 2-1-5干铺碎石垫层10m31361.68443.52911.047.12 2-1-61:3砂浆灌碎石垫层10m31933.24537.901335.8959.45 2-1-7干铺碎砖垫层10m31608.74515.461086.167.12 2-1-81:3砂浆灌碎砖垫层10m32176.39726.001404.3046.09 2-1-9干铺地瓜石垫层10m31353.77524.04822.177.56 2-1-101:3砂浆灌地瓜石垫层10m32079.31713.461304.8561.00 2-1-11干铺毛石垫层10m31456.86564.30884.627.94 2-1-121:3砂浆灌毛石垫层10m32207.89854.041286.9966.86 2-1-13C154现浇无筋砼垫层10m32537.99673.861853.5310.60 2-1-14C154现浇毛石砼垫层10m32381.69638.881732.2110.60 2-2-1夯填灰土10m31369.61535.92821.6412.05 2-2-2人工填砂石机械振动10m3994.62245.52747.60 1.50 2-2-3人工填砂石机械碾压10m31099.24291.72784.8422.68 2-2-4推土机填砂碾压10m3823.12 4.62784.8433.66 2-2-5推土机挤淤碾压10m3850.417.92782.4260.07 2-2-6填铺石屑10m3827.97291.72531.87 4.38 2-2-7填铺碎石10m31354.42436.26911.047.12 2-2-8抛石挤淤10m31052.65396.66653.62 2.37 2-2-9填筑C154现浇毛石砼10m32342.09599.281732.2110.60 2-3-1打砼方桩12m内10m32193.39524.0457.561611.79 2-3-2打砼方桩18m内10m32062.82352.4457.561652.82 2-3-3打砼方桩30m内10m31314.35210.5457.561046.25 2-3-4打砼方桩>30m10m31133.68180.1857.56895.94 2-3-5压砼方桩12m内10m32572.00473.88180.321917.802-3-6压砼方桩18m内10m32686.46499.62180.322006.52 2-3-7压砼方桩30m内10m33126.70413.82180.322532.56 2-3-8压砼方桩>30m10m32658.08349.14180.322128.62 2-3-9打砼管桩16m内10m39178.08669.906157.822350.36 2-3-10打砼管桩24m内10m38737.66571.566157.822008.28 2-3-11打砼管桩32m内10m38579.00538.566157.821882.62 2-3-12打砼管桩>32m10m38553.78531.966157.821864.00 2-3-13打砼板桩1m3内10m33633.69799.9244.962788.81 2-3-14打砼板桩1.5m3内10m33020.44662.6444.962312.84 2-3-15打砼板桩2.5m3内10m32553.46508.8644.961999.64 2-3-16打砼板桩>2.5m310m32248.01446.8244.961756.23 2-3-17C203现浇砼打孔灌砼桩10m内10m36999.292136.422604.162258.71 2-3-18C203现浇砼打孔灌砼桩15m内10m35342.131292.282604.161445.69 2-3-19C203现浇砼打孔灌砼桩>15m10m34961.271096.262604.161260.85 2-3-20C203现浇砼夯扩成孔灌注砼桩身10m37910.992528.462602.712779.82 2-3-21C203现浇砼夯扩成孔灌注桩夯扩砼10m38395.432806.322502.953086.16 2-3-22螺旋钻机钻孔12m内10m32201.08658.68123.801418.60 2-3-23C203现浇砼螺旋钻孔灌注砼桩12m内10m33094.00294.362498.85300.79 2-3-24螺旋钻机钻孔>12m10m31936.68562.98123.801249.90 2-3-25C203现浇砼螺旋钻孔灌注砼桩>12m10m32962.53198.662498.85265.02 2-3-26回旋钻机钻孔φ600内10m35084.141401.18286.303396.66 2-3-27回旋钻机钻孔φ800内10m34438.741248.06281.992908.69 2-3-28回旋钻机钻孔φ1000内10m33953.961135.20274.222544.54 2-3-29回旋钻机钻孔φ1200内10m33375.96846.78256.302272.88 2-3-30回旋钻机钻孔φ>120cm10m33003.07765.60240.591996.88 2-3-31回旋钻机钻孔入岩φ600内10m321310.276072.00266.5514971.72 2-3-32回旋钻机钻孔入岩φ800内10m314866.874183.08266.5510417.24 2-3-33回旋钻机钻孔入岩φ1000内10m312695.113573.90266.558854.66 2-3-34回旋钻机钻孔入岩φ1200内10m39916.242774.64266.556875.05 2-3-35回旋钻机钻孔入岩φ>120cm10m37291.482073.06266.554951.87 2-3-36回旋钻孔灌注砼桩10m33183.93240.902943.032-3-37C252现浇灌注砼桩壁人工挖孔10m33542.151081.742310.03150.38 2-3-38M10 砂浆砌黏土砖桩壁120人工挖孔10m33781.721538.462213.2630.00 2-3-39M10 砂浆砌黏土砖桩壁240人工挖孔10m33771.571538.462198.0635.05 2-3-40C204现浇灌注砼桩芯人工挖孔10m33212.74823.022061.73327.99 2-3-41C204现浇灌注毛石砼桩芯人工挖孔10m32804.99574.861902.14327.99 2-3-42打灰土挤密桩6m内10m33157.99919.381030.391208.22 2-3-43打灰土挤密桩>6m10m32514.58584.101030.39900.09 2-3-44打砂桩10m内10m33116.001141.80920.001054.20 2-3-45打砂桩15m内10m32633.79799.92920.00913.87 2-3-46打砂桩>15m10m32427.29641.52920.00865.77 2-3-47打碎石桩10m内10m33186.621212.42920.001054.20 2-3-48打碎石桩15m内10m32684.61850.74920.00913.87 2-3-49打碎石桩>15m10m32467.55681.78920.00865.77 2-3-50振冲碎石桩10m32227.91475.20974.96777.75 2-3-51钻孔压浆碎石桩10m34697.481090.982578.891027.61 2-3-52打砂石桩10m内10m33639.261212.421372.641054.202-3-53打砂石桩15m内10m33137.25850.741372.64913.87 2-3-54打砂石桩>15m10m32920.19681.781372.64865.77 2-3-55深层搅拌粉喷水泥桩(水泥10%)10m31486.40332.64671.14482.62 2-3-56深层搅拌浆喷水泥桩(水泥10%)10m31518.73374.22685.22459.29 2-3-57水泥桩水泥掺量每增1%10m360.9060.902-3-58高压旋喷水泥桩成孔10ｍ427.78105.608.68313.50 2-3-59双重管旋喷机高压旋喷水泥桩10m32607.91684.42769.901153.59 2-3-60三重管旋喷机高压旋喷水泥桩10m33495.09760.321102.901631.87 2-3-61预制钢筋砼桩接桩包角钢十根5627.781211.10424.433992.25 2-3-62预制钢筋砼桩接桩包钢板十根8588.141264.563359.933963.65 2-3-63预制钢筋砼桩接桩注硫磺胶泥10m226812.646362.404160.6116289.63 2-3-64预制钢筋砼桩截方桩十根1379.37308.88950.20120.29 2-3-65预制钢筋砼桩截管桩十根526.63250.80275.83 2-3-66预制钢筋砼方桩凿桩头10m33133.722345.64788.08 2-3-67灌注砼桩凿桩头10m31248.31933.90314.41 2-3-68桩头钢筋整理十根56.7656.762-3-69回旋钻机挤扩支盘钻孔D800内10m32038.71252.7823.461762.47 2-3-70回旋钻机挤扩支盘钻孔D>80010m31666.53207.2415.761443.53 2-4-1强夯<100t-m 25夯点 4击100m21302.14357.72944.42 2-4-2强夯<100t-m 25夯点增减1击100m2244.7572.60172.15 2-4-3强夯<100t-m 23夯点 4击100m21198.51329.34869.17 2-4-4强夯<100t-m 23夯点增减1击100m2218.5560.06158.49 2-4-5强夯<100t-m 17夯点 4击100m2886.78244.20642.58 2-4-6强夯<100t-m 17夯点增减1击100m2161.0944.22116.87 2-4-7强夯<100t-m 13夯点 4击100m2677.35186.12491.23 2-4-8强夯<100t-m 13夯点增减1击100m2122.5733.6688.91 2-4-9强夯<100t-m 10夯点 4击100m2521.16143.22377.94 2-4-10强夯<100t-m 10夯点增减1击100m293.8525.7468.11 2-4-11强夯<100t-m 低锤满拍100m21223.59321.42902.17 2-4-12强夯<200t-m 25夯点 4击100m21944.00477.841466.16 2-4-13强夯<200t-m 25夯点增减1击100m2354.8387.12267.71 2-4-14强夯<200t-m 23夯点 4击100m21788.13439.561348.57 2-4-15强夯<200t-m 23夯点增减1击100m2327.3880.52246.86 2-4-16强夯<200t-m 17夯点 4击100m21321.34324.72996.62 2-4-17强夯<200t-m 17夯点增减1击100m2242.0459.40182.64 2-4-18强夯<200t-m 13夯点 4击100m21010.43248.16762.27 2-4-19强夯<200t-m 13夯点增减1击100m2185.4846.20139.28 2-4-20强夯<200t-m 10夯点 4击100m2777.04190.74586.30 2-4-21强夯<200t-m 10夯点增减1击100m2142.5734.98107.59 2-4-22强夯<200t-m 低锤满拍100m21721.80403.261318.54 2-4-23强夯<300t-m 25夯点 4击100m22456.07564.961891.11 2-4-24强夯<300t-m 25夯点增减1击100m2476.28108.24368.04 2-4-25强夯<300t-m 23夯点 4击100m22259.54519.421740.12 2-4-26强夯<300t-m 23夯点增减1击100m2432.7199.66333.05 2-4-27强夯<300t-m 17夯点 4击100m21670.04384.121285.92 2-4-28强夯<300t-m 17夯点增减1击100m2319.0073.26245.74 2-4-29强夯<300t-m 13夯点 4击100m21276.85293.04983.812-4-30强夯<300t-m 13夯点增减1击100m2244.5256.10188.42 2-4-31强夯<300t-m 10夯点 4击100m2982.02225.72756.30 2-4-32强夯<300t-m 10夯点增减1击100m2189.1643.56145.60 2-4-33强夯<300t-m 低锤满拍100m22737.75386.102351.65 2-4-34强夯<400t-m 25夯点 4击100m25365.521076.464289.06 2-4-35强夯<400t-m 25夯点增减1击100m21148.38230.34918.04 2-4-36强夯<400t-m 23夯点 4击100m24935.68990.003945.68 2-4-37强夯<400t-m 23夯点增减1击100m21056.29211.86844.43 2-4-38强夯<400t-m 17夯点 4击100m23453.39693.002760.39 2-4-39强夯<400t-m 17夯点增减1击100m2780.02156.42623.60 2-4-40强夯<400t-m 13夯点 4击100m22789.74559.682230.06 2-4-41强夯<400t-m 13夯点增减1击100m2597.33120.12477.21 2-4-42强夯<400t-m 10夯点 4击100m22146.60430.981715.62 2-4-43强夯<400t-m 10夯点增减1击100m2460.4592.40368.05 2-4-44强夯<400t-m 低锤满拍100m23456.54659.342797.20 2-4-45强夯<500t-m 25夯点 4击100m26736.661216.385520.28 2-4-46强夯<500t-m 25夯点增减1击100m21441.75260.041181.71 2-4-47强夯<500t-m 23夯点 4击100m26195.641118.705076.94 2-4-48强夯<500t-m 23夯点增减1击100m21326.39239.581086.81 2-4-49强夯<500t-m 17夯点 4击100m24331.58783.423548.16 2-4-50强夯<500t-m 17夯点增减1击100m2979.84176.88802.96 2-4-51强夯<500t-m 13夯点 4击100m23502.05632.282869.77 2-4-52强夯<500t-m 13夯点增减1击100m2749.96135.96614.00 2-4-53强夯<500t-m 10夯点 4击100m22694.25487.082207.17 2-4-54强夯<500t-m 10夯点增减1击100m2577.92104.28473.64 2-4-55强夯<500t-m 低锤满拍100m23848.50791.343057.16 2-4-56强夯<600t-m 25夯点 4击100m27446.041374.786071.26 2-4-57强夯<600t-m 25夯点增减1击100m21560.58260.041300.54 2-4-58强夯<600t-m 23夯点 4击100m26703.571118.705584.87 2-4-59强夯<600t-m 23夯点增减1击100m21326.39239.581086.81 2-4-60强夯<600t-m 17夯点 4击100m24335.75783.423552.33 2-4-61强夯<600t-m 17夯点增减1击100m2979.84176.88802.96 2-4-62强夯<600t-m 13夯点 4击100m23502.05632.282869.77 2-4-63强夯<600t-m 13夯点增减1击100m2749.96135.96614.00 2-4-64强夯<600t-m 10夯点 4击100m22694.25487.082207.17 2-4-65强夯<600t-m 10夯点增减1击100m2577.92104.28473.64 2-4-66强夯<600t-m 低锤满拍100m24200.98863.943337.04 2-4-67强夯<100t-m 7夯点 4击100m2522.51138.60383.91 2-4-68强夯<100t-m 7夯点增减1击100m265.9615.8450.12 2-4-69强夯<100t-m 4夯点 4击100m2408.40108.24300.16 2-4-70强夯<100t-m 4夯点增减1击100m244.1810.5633.62 2-4-71强夯<100t-m 低锤满拍100m21361.91321.421040.49 2-4-72强夯<200t-m 7夯点 4击100m2767.82184.80583.02 2-4-73强夯<200t-m 7夯点增减1击100m296.6721.1275.55 2-4-74强夯<200t-m 4夯点 4击100m2625.82150.48475.34 2-4-75强夯<200t-m 4夯点增减1击100m267.3514.5252.83 2-4-76强夯<200t-m 低锤满拍100m21896.54403.261493.282-4-77强夯<300t-m 7夯点 4击100m2917.03208.56708.47 2-4-78强夯<300t-m 7夯点增减1击100m2126.0325.74100.29 2-4-79强夯<300t-m 4夯点 4击100m2720.16163.68556.48 2-4-80强夯<300t-m 4夯点增减1击100m286.5117.8268.69 2-4-81强夯<300t-m 低锤满拍100m23024.31386.102638.21 2-4-82强夯<400t-m 7夯点 4击100m21681.85339.241342.61 2-4-83强夯<400t-m 7夯点增减1击100m2301.6754.78246.89 2-4-84强夯<400t-m 4夯点 4击100m21197.26241.56955.70 2-4-85强夯<400t-m 4夯点增减1击100m2200.9136.30164.61 2-4-86强夯<400t-m 低锤满拍100m23743.09659.343083.75 2-4-87强夯<500t-m 7夯点 4击100m22071.11373.561697.55 2-4-88强夯<500t-m 7夯点增减1击100m2374.1662.04312.12 2-4-89强夯<500t-m 4夯点 4击100m21488.09267.961220.13 2-4-90强夯<500t-m 4夯点增减1击100m2250.0541.05209.00 2-4-91强夯<500t-m 低锤满拍100m24116.21791.343324.87 2-4-92强夯<600t-m 7夯点 4击100m22277.71410.521867.19 2-4-93强夯<600t-m 7夯点增减1击100m2413.1769.96343.21 2-4-94强夯<600t-m 4夯点 4击100m21652.00297.661354.34 2-4-95强夯<600t-m 4夯点增减1击100m2276.4546.20230.25 2-4-96强夯<600t-m 低锤满拍100m24492.60863.943628.66 2-5-1木撑木挡土疏板防护10m2185.94109.5676.382-5-2钢撑木挡土疏板防护10m2149.8183.8265.992-5-3木撑木挡土密板防护10m2235.50141.2494.262-5-4钢撑木挡土密板防护10m2189.23107.5881.652-5-5木撑钢挡土疏板防护10m2184.97110.8874.092-5-6钢撑钢挡土疏板防护10m2145.5584.4861.072-5-7木撑钢挡土密板防护10m2223.99141.2482.752-5-8钢撑钢挡土密板防护10m2178.50108.9069.602-5-9袋土围堰10m31948.621145.76749.6053.26 2-5-10打钢工具桩6m内 ｔ923.52218.4637.62667.44 2-5-11打钢工具桩10m内 ｔ642.61150.4837.62454.51 2-5-12打钢工具桩15m内 ｔ471.46106.2637.62327.58 2-5-13打钢工具桩>15m ｔ375.9784.4837.62253.87 2-5-14拔钢工具桩6m内 ｔ414.92161.04 3.71250.17 2-5-15拔钢工具桩10m内 ｔ289.08110.88 3.71174.49 2-5-16拔钢工具桩15m内 ｔ235.6491.08 3.71140.85 2-5-17拔钢工具桩>15m ｔ228.8088.44 3.71136.65 2-5-18安拆导向夹具10ｍ108.2827.7226.5054.06 2-5-19土层砂浆土钉(钻孔灌浆)10ｍ245.58148.5041.9655.12 2-5-20岩石砂浆土钉(钻孔灌浆)10ｍ359.21157.7418.26183.21 2-5-21锚杆机钻孔灌浆10ｍ1671.02396.00654.94620.08 2-5-22锚杆机入岩增加10ｍ2902.841584.00498.75820.09 2-5-23C251现浇砼土层喷射砼护坡 初喷5010m2270.3697.68131.3641.32 2-5-24C251现浇砼岩层喷射砼护坡 初喷5010m2352.93166.98141.2744.68 2-5-25C251现浇砼喷射砼护坡每增减10mm10m252.1017.8226.278.01 2-6-1抽水机基底排水 降水深1m内10m2715.7213.2030.92671.60 2-6-2抽水机基底排水 降水深2m内10m21241.3719.8075.911145.662-6-3抽水机基底排水 降水深3m内10m21565.9233.00123.061409.86 2-6-4砖砌集水井排水h2-4m内 座2193.561491.60617.9184.05 2-6-5钢筋笼集水井排水h2-4m内 座2028.381166.88804.9156.59 2-6-6砼无砂管φ55cm集水深井10ｍ4342.261256.641212.691872.93 2-6-7钢筋笼集水深井10ｍ3433.421360.92386.281686.22 2-6-8钢管集水深井10ｍ2908.061065.90146.381695.78 2-6-9潜水泵抽水机集水井排水台日423.42 2.64420.78 2-6-10单机清水泵抽水机集水井排水台日609.56 2.64606.92 2-6-11泥浆泵抽水机集水井排水台日1094.14 2.641091.50 2-6-12轻型井点7m降水井管安拆十根2481.831033.56372.411075.86 2-6-13轻型井点7m降水设备使用套天1331.72198.0085.881047.84 2-6-14喷射井点10m降水井管安拆十根7760.863036.001287.323437.54 2-6-15喷射井点10m降水设备使用套天2734.79396.0062.182276.61 2-6-16喷射井点15m降水井管安拆十根12538.564984.981850.925702.66 2-6-17喷射井点15m降水设备使用套天2813.05396.00140.442276.61 2-6-18喷射井点20m降水井管安拆十根16354.456433.022411.597509.84 2-6-19喷射井点20m降水设备使用套天2866.17396.00193.562276.61 2-6-20喷射井点30m降水井管安拆十根21455.098348.343522.409584.35 2-6-21喷射井点30m降水设备使用套天3078.82396.00406.212276.61 2-6-22大口径φ600井点15m降水井管安拆十根45198.9514166.906185.2824846.77 2-6-23大口径φ600井点15m降水设备使用套天2727.80396.0055.192276.61 2-6-24水平井点25m降水井管安拆十根81769.0128535.105826.1247407.79 2-6-25水平井点25m降水设备使用套天1886.56396.0042.911447.65 2-6-26电渗井点阳极降水制安及拆除十根11990.061565.529097.761326.78 2-6-27电渗井点阳极降水设备使用套天1505.92396.00581.26528.66 2-6-28射流泵井点降水制安及拆除眼组126.4973.2629.8923.34 2-6-29射流泵井点降水井点抽水组天770.22267.30502.92 3-1-1M5.0砂浆砖基础10m32768.95803.881932.2332.84 3-1-2M5.0混浆矩形砖柱周长1.2m内10m33811.191752.962030.9527.28 3-1-3M5.0混浆矩形砖柱周长1.8m内10m33685.441636.142018.9130.39 3-1-4M5.0混浆矩形砖柱周长>1.8m10m33370.641324.622014.2931.73 3-1-5M5.0混浆异形砖柱10m34287.071654.622595.6036.85 3-1-6M2.5混浆单面清水砖墙 11510m33404.311372.802004.3527.16 3-1-7M2.5混浆单面清水砖墙 18010m33379.421355.641994.0529.73 3-1-8M2.5混浆单面清水砖墙 24010m33175.731191.301953.1531.28 3-1-9M2.5混浆单面清水砖墙 36510m33146.091125.301987.6133.18 3-1-10M2.5混浆单面清水砖墙 ≥49010m33099.251081.741983.4434.07 3-1-11M2.5混浆混水砖墙 5310m33808.091752.962038.7616.37 3-1-12M2.5混浆混水砖墙 11510m33348.871317.362004.3527.16 3-1-13M2.5混浆混水砖墙 18010m33262.981240.141993.2329.61 3-1-14M2.5混浆混水砖墙 24010m32999.511015.081953.1531.28 3-1-15M2.5混浆混水砖墙 36510m33007.71986.701987.6133.40 3-1-16M2.5混浆混水砖墙 49010m32993.35976.141983.1434.07 3-1-17弧形砖墙另加工料10m3129.8199.0030.813-1-18M5.0混浆贴砌砖墙 5310m2233.85106.26125.25 2.34 3-1-19M5.0混浆贴砌砖墙 11510m2411.54158.40248.58 4.56 3-1-20M5.0混浆贴砌砖墙 24010m2769.84264.00496.829.023-1-21M5.0混浆空花砖墙 11510m2299.39135.96161.54 1.89 3-1-22M5.0混浆空花砖墙 24010m2625.59284.46337.12 4.01 3-1-23M5.0混浆砖平璇10m34279.121788.602458.6831.84 3-1-24M5.0混浆砖拱璇10m35185.932547.602603.4834.85 3-1-25M5.0混浆砖过梁10m33750.201387.322324.4738.41 3-1-26M5.0混浆半砖栏板10m2405.92168.96233.84 3.12 3-1-27M5.0砂浆砖台阶10m32940.64907.502000.3032.84 3-1-28M5.0混浆砖地沟10m32951.09921.361998.0031.73 3-1-29M5.0混浆零星砖砌体10m33440.801518.001893.4129.39 3-2-1M5.0砂浆乱毛石基础10m32053.38779.461219.2654.66 3-2-2M5.0混浆乱毛石墙10m32558.111255.321248.1354.66 3-2-3M5.0混浆乱毛石挡土墙10m32170.03867.241248.1354.66 3-2-4M5.0混浆乱毛石护坡10m32332.35934.561337.7860.01 3-2-5干砌乱毛石护坡10m31546.06607.20938.863-2-6M5.0混浆整毛石墙毛石背里45010m21251.91640.86586.4524.60 3-2-7M5.0混浆整毛石墙毛石背里±1010m225.5312.5412.430.56 3-2-8M5.0混浆整毛石墙砖背里45010m21401.97591.36792.1318.48 3-2-9M5.0混浆整毛石墙砖背里±1010m230.5610.5619.670.33 3-2-10整砌毛石表面处理10m2388.18327.3660.823-2-11石表面倒扁光(斜面10cm内)10ｍ116.82116.823-2-12M5.0混浆方整石柱10m36432.231992.544420.6519.04 3-2-13M5.0混浆方整石墙10m35490.561052.044418.9319.59 3-2-14M5.0混浆方整石墙毛石背里45010m21934.43572.221345.2916.92 3-2-15M5.0混浆方整石墙毛石背里±1010m225.5812.5412.480.56 3-2-16M5.0混浆方整石墙砖背里45010m22075.19521.401538.2015.59 3-2-17M5.0混浆方整石墙砖背里±1010m230.5610.5619.670.33 3-2-18M10 混浆方整石平璇10m37021.081914.665086.3820.04 3-2-19M10 混浆方整石拱璇10m37382.022314.625046.8020.60 3-2-20M5.0混浆零星方整石砌体10m37402.002740.984636.4224.60 3-2-21M5.0混浆整砌毛石墙10m32923.061380.721487.6854.66 3-2-22M5.0混浆整砌毛石挡土墙10m32380.37953.701372.0154.66 3-3-1M5.0混浆烧结粉煤灰轻质砖墙11510m33276.481329.241920.0827.16 3-3-2M5.0混浆烧结粉煤灰轻质砖墙18010m33238.321296.241912.4729.61 3-3-3M5.0混浆烧结粉煤灰轻质砖墙24010m32969.161061.281876.6031.28 3-3-4M5.0混浆烧结粉煤灰轻质砖墙36510m32976.451031.581911.4733.40 3-3-5M5.0混浆黏土多孔砖墙11510m32979.32930.602027.7920.93 3-3-6M5.0混浆黏土多孔砖墙18010m32930.91838.862065.6626.39 3-3-7M5.0混浆黏土多孔砖墙24010m32842.75783.422033.0626.27 3-3-8M5.0混浆黏土多孔砖墙36510m32863.84706.202129.5828.06 3-3-9M5.0混浆煤矸石多孔砖墙9010m33929.53976.802930.5822.15 3-3-10M5.0混浆煤矸石多孔砖墙19010m32483.07825.001635.9222.15 3-3-11M5.0混浆煤矸石多孔砖墙24010m33177.33810.482339.2427.61 3-3-12M5.0混浆煤矸石多孔砖墙29010m32807.88737.882043.2826.72 3-3-13M5.0混浆承重型黏土空心砖墙11510m33347.25976.802351.9718.48 3-3-14M5.0混浆承重型黏土空心砖墙18010m32514.97881.101615.2818.59 3-3-15M5.0混浆承重型黏土空心砖墙24010m33176.41822.362329.5624.49 3-3-16M5.0混浆承重型黏土空心砖墙36510m33090.71742.502322.0526.163-3-17M5.0混浆非承重黏土空心砖墙11510m32965.791015.741930.2319.82 3-3-18M5.0混浆非承重黏土空心砖墙24010m32643.31845.461777.3720.48 3-3-19M5.0混浆零星空心砖砌体10m33393.131294.922069.0429.17 3-3-20M5.0混浆煤矸石空心砖墙11510m32702.821025.641656.0321.15 3-3-21M5.0混浆煤矸石空心砖墙18010m32677.16939.841714.8322.49 3-3-22M5.0混浆煤矸石空心砖墙24010m32545.20853.381665.8825.94 3-3-23M5.0混浆煤矸石空心砖墙36510m32476.74780.781668.2427.72 3-3-24M5.0混浆加气砼砌块墙12010m32376.85741.181626.549.13 3-3-25M5.0混浆加气砼砌块墙18010m32331.71682.441640.149.13 3-3-26M5.0混浆加气砼砌块墙24010m32304.65595.981699.549.13 3-3-27M5.0混浆泡沫砼砌块墙9010m32088.31735.241332.4720.60 3-3-28M5.0混浆泡沫砼砌块墙19010m31987.38669.241307.6710.47 3-3-29M5.0混浆泡沫砼砌块墙29010m31877.63594.661269.1713.80 3-3-30M5.0混浆泡沫砼砌块墙39010m31866.12535.921316.4013.80 3-3-31M7.5混浆硅酸钙砌块墙12010m32574.47892.321671.1311.02 3-3-32M7.5混浆硅酸钙砌块墙18010m32645.42836.881797.5211.02 3-3-33M7.5混浆硅酸钙砌块墙24010m32240.63753.061476.5511.02 3-3-34M7.5混浆硅酸钙砌块墙36510m32174.85681.121480.9312.80 3-3-35石膏砌空心块墙11010m37308.55584.106724.453-3-36石膏砌空心块墙18010m37275.48524.706750.783-3-37石膏砌夹心块墙8010m37362.16646.806715.363-3-38石膏砌夹心块墙10010m37350.60628.986721.623-3-39M7.5混浆粉煤灰加气砼砌块墙20010m31457.94588.06856.7413.14 3-3-40M7.5混浆煤矸石砌块墙28010m31932.99604.561314.1814.25 3-3-41M7.5混浆硅酸盐砌块墙24010m33126.09691.022423.8311.24 3-3-42M7.5混浆膨胀珍珠岩砌块墙11010m313484.74656.0412820.688.02 3-3-43M7.5混浆砼空心砌块墙9010m33741.02774.182952.5914.25 3-3-44M7.5混浆砼空心砌块墙19010m32345.74679.801654.1411.80 3-3-45M7.5混浆砼空心砌块墙29010m32328.98597.961715.4315.59 3-3-46M7.5混浆砼空心砌块墙39010m32219.83550.441654.5814.81 3-3-47M7.5混浆轻骨料砼空心砌块墙9010m32213.99737.221462.5214.25 3-3-48M7.5混浆轻骨料砼空心砌块墙19010m32028.27647.461369.0111.80 3-3-49M7.5混浆轻骨料砼空心砌块墙29010m32253.40569.581668.2315.59 3-3-50M7.5混浆轻骨料砼空心砌块墙39010m31915.96524.701376.4514.81 3-3-51M5.0混浆砌空心砌块烟风道24010m35997.542250.603740.71 6.23 3-3-52M5.0混浆砌变压式排烟道半周80010ｍ1024.23487.08536.950.20 3-3-53M5.0混浆砌变压式排烟道半周120010ｍ1788.35636.901151.170.28 3-3-54M5.0混浆砌变压式排烟道半周150010ｍ2444.17759.001684.830.34 3-3-55M10 砂浆钢筋砼漏空花格70内10m2625.3090.42534.570.31 3-3-56M10 砂浆钢筋砼漏空花格100内10m2776.92130.02646.440.46 3-3-57M10 砂浆钢筋砼漏空花格200内10m21045.74260.04784.790.91 3-3-58预制水磨石隔断板.窗台板10m2939.02104.28834.743-3-59砖砌屋面烟囱三孔内10ｍ1357.73284.261070.91 2.56 3-3-60砖砌屋面烟囱三孔以上10ｍ2876.31582.322290.43 3.56 3-3-61M5.0混浆加气砼砌块墙20010m32273.31665.281598.909.13 3-3-62M5.0混浆加气砼砌块墙25010m32178.00583.371585.509.13 3-3-63M5.0混浆加气砼砌块墙30010m32136.06545.951580.989.133-3-64M5.0混浆泡沫砼砌块墙20010m31897.63649.771238.739.13 3-3-65M5.0混浆泡沫砼砌块墙25010m31874.71624.361241.229.13 3-3-66M5.0混浆泡沫砼砌块墙30010m31818.76584.691224.949.13 3-3-67M5.0混浆硅酸钙砌块墙20010m32419.24808.761601.359.13 3-3-68M5.0混浆硅酸钙砌块墙25010m32360.37746.391604.859.13 3-3-69M5.0混浆硅酸钙砌块墙30010m32306.29713.791583.379.13 3-3-70M5.0混浆煤矸石多孔砖墙11510m32433.77721.181691.7720.82 3-3-71M5.0混浆煤矸石多孔砖墙14010m32817.78710.422085.2122.15 3-3-72M5.0混浆煤矸石多孔砖墙24010m32995.00628.122339.2727.61 3-3-73M5.0混浆煤矸石多孔砖墙34010m32511.04695.771789.2226.05 3-3-74M5.0混浆煤矸石多孔砖墙36510m32384.25652.871667.9263.46 3-3-75M5.0混浆煤矸石多孔砖墙24010m32419.82697.031695.5127.28 3-4-1GRC多孔板墙6010m22099.6791.082003.70 4.89 3-4-2GRC多孔板墙8010m22170.54100.982064.57 4.99 3-4-3GRC多孔板墙9010m22218.63108.242105.40 4.99 3-4-4GRC多孔板墙10010m22266.76112.202149.46 5.10 3-4-5GRC多孔板墙12010m22320.46122.762192.49 5.21 3-4-6轻集料砼多孔条板墙7510m21596.1889.761502.25 4.17 3-4-7轻集料砼多孔条板墙10010m21705.4797.681603.62 4.17 3-4-8轻集料砼多孔条板墙12010m22032.22107.581920.47 4.17 3-4-9轻陶粒砼实心条板墙6010m2968.50100.98861.25 6.27 3-4-10轻陶粒砼实心条板墙8010m21089.86110.88972.60 6.38 3-4-11石膏空心条板墙6010m2835.9381.84749.31 4.78 3-4-12石膏空心条板墙8010m21010.3887.78917.71 4.89 3-4-13双层石膏空心条板墙10m21610.29191.401415.00 3.89 3-4-14双层石膏空心条板墙填充5010m21791.26207.901579.37 3.99 3-4-15双层石膏空心条板墙填充厚±1010m231.450.6630.793-4-16硅镁多孔板墙9010m21264.7697.681162.09 4.99 3-4-17硅镁多孔板墙10010m21385.28100.981279.31 4.99 3-4-18木纤维增强水泥多孔板墙8010m21529.7091.741432.12 5.84 3-4-19网架水泥板聚苯乙烯泡塑心76(50)10m2943.4986.46854.31 2.72 3-4-20网架水泥板岩棉夹心65(40)10m2890.0975.90811.47 2.72 3-4-21网架水泥板岩棉夹心75(50)10m2930.1885.80841.66 2.72 3-4-22网架水泥板岩棉夹心85(60)10m21052.8695.04955.10 2.72 3-4-23GRC复合外墙板12010m21372.56121.441240.9110.21 3-4-24GRC复合外墙板37010m21842.91161.701671.1010.11 3-4-25彩钢压型板墙10m21150.4161.381029.1059.93 3-4-26双层彩钢压板墙聚氨酯板填6010m22290.56102.962090.5997.01 3-4-27双层彩钢压板墙聚氨酯板填10010m22521.80104.942319.8597.01 3-4-28双层彩钢压板墙聚氨酯板填±2010m2115.060.66114.403-4-29双层彩钢压板墙岩棉板填8010m22191.84104.281990.5597.01 3-4-30双层彩钢压板墙岩棉板填12010m22315.08105.602112.4797.01 3-4-31双层彩钢压板墙聚苯乙烯板填7510m22283.41103.622082.7897.01 3-4-32双层彩钢压板墙聚苯乙烯板填15010m22622.78106.922418.8597.01 3-4-33双层彩钢压板墙聚苯乙烯板±2510m2113.12 1.32111.803-5-1铸铁围墙10ｍ1383.9279.861300.96 3.10 3-5-23:7灰土垫层方整石台阶10m22981.40958.321958.2564.833-5-3地瓜石垫层方整石台阶10m23038.56964.922001.8371.81 3-5-4C15砼垫层方整石台阶10m23074.55961.622046.8566.08 3-5-5砖砌屋面排烟气道口10个3538.681310.762141.9685.96 3-5-6砂浆用砂过筛用工10m3198.00198.004-1-1现浇构件圆钢筋φ4 ｔ6087.241279.084761.7246.44 4-1-2现浇构件圆钢筋φ6.5 ｔ6156.901458.604652.9245.38 4-1-3现浇构件圆钢筋φ8 ｔ5595.55945.124602.9847.45 4-1-4现浇构件圆钢筋φ10 ｔ5316.39693.004580.0043.39 4-1-5现浇构件圆钢筋φ12 ｔ5316.56611.164617.6587.75 4-1-6现浇构件圆钢筋φ14 ｔ5207.82521.404608.7177.71 4-1-7现浇构件圆钢筋φ16 ｔ5138.69460.684602.9675.05 4-1-8现浇构件圆钢筋φ18 ｔ5094.64405.904620.4368.31 4-1-9现浇构件圆钢筋φ20 ｔ5046.94363.004617.6766.27 4-1-10现浇构件圆钢筋φ22 ｔ5004.62329.344615.3159.97 4-1-11现浇构件圆钢筋φ25 ｔ4974.16292.384634.7347.05 4-1-12现浇构件圆钢筋φ28 ｔ4966.21279.844633.4552.92 4-1-13现浇构件螺纹钢筋φ12 ｔ5360.42611.164648.25101.01 4-1-14现浇构件螺纹钢筋φ14 ｔ5208.92521.404598.5189.01 4-1-15现浇构件螺纹钢筋φ16 ｔ5108.79460.684562.1685.95 4-1-16现浇构件螺纹钢筋φ18 ｔ5070.84405.904586.6878.26 4-1-17现浇构件螺纹钢筋φ20 ｔ5018.67363.004579.6376.04 4-1-18现浇构件螺纹钢筋φ22 ｔ4976.06329.344576.6970.03 4-1-19现浇构件螺纹钢筋φ25 ｔ4942.22292.384593.9355.91 4-1-20现浇构件螺纹钢筋φ28 ｔ4949.08279.844607.9561.29 4-1-21现浇构件螺纹钢筋φ30 ｔ4963.26290.404618.1554.71 4-1-22现浇构件螺纹钢筋φ32 ｔ4960.62287.764618.1554.71 4-1-23预制构件圆钢筋φ5内绑扎 ｔ7525.652697.424782.9245.31 4-1-24预制构件圆钢筋φ5内点焊 ｔ7212.802121.244711.45380.11 4-1-25预制构件圆钢筋φ6.5绑扎 ｔ6055.961384.684630.6740.61 4-1-26预制构件圆钢筋φ6.5点焊 ｔ5979.931103.524546.63329.78 4-1-27预制构件圆钢筋φ8绑扎 ｔ5519.56896.284580.7342.55 4-1-28预制构件圆钢筋φ8点焊 ｔ5532.40757.024537.64237.74 4-1-29预制构件圆钢筋φ10绑扎 ｔ5254.57658.024557.7538.80 4-1-30预制构件圆钢筋φ10点焊 ｔ5353.53609.184533.49210.86 4-1-31预制构件圆钢筋φ12绑扎 ｔ5254.38575.524595.5083.36 4-1-32预制构件圆钢筋φ12点焊 ｔ5254.49476.524573.15204.82 4-1-33预制构件圆钢筋φ14绑扎 ｔ5155.73495.664586.5673.51 4-1-34预制构件圆钢筋φ14点焊 ｔ5312.68520.744574.01217.93 4-1-35预制构件圆钢筋φ16绑扎 ｔ5089.74436.924580.8172.01 4-1-36预制构件圆钢筋φ16点焊 ｔ5201.88451.444570.80179.64 4-1-37预制构件圆钢筋φ18 ｔ5049.66384.784598.2866.60 4-1-38预制构件圆钢筋φ20 ｔ5006.56346.504595.5264.54 4-1-39预制构件圆钢筋φ22 ｔ4967.08314.824593.1659.10 4-1-40预制构件圆钢筋φ25 ｔ4937.21279.184612.5845.45 4-1-41预制构件圆钢筋φ28 ｔ4930.01267.304611.3051.41 4-1-42预制构件螺纹钢筋φ12 ｔ5363.18640.204625.9597.03 4-1-43预制构件螺纹钢筋φ14 ｔ5203.96533.284582.4488.244-1-44预制构件螺纹钢筋φ16 ｔ5104.93480.484540.2184.24 4-1-45预制构件螺纹钢筋φ18 ｔ5065.51415.144557.6892.69 4-1-46预制构件螺纹钢筋φ20 ｔ5028.37381.484554.9291.97 4-1-47预制构件螺纹钢筋φ22 ｔ4961.97338.584552.5670.83 4-1-48预制构件螺纹钢筋φ25 ｔ4940.18305.584581.5853.02 4-1-49预制构件螺纹钢筋φ28 ｔ4911.98269.944585.9356.11 4-1-50预制构件螺纹钢筋φ30 ｔ4925.43273.244596.0856.11 4-1-51预制构件螺纹钢筋φ32 ｔ4925.43273.244596.0856.11 4-1-52现浇构件箍筋φ6.5 ｔ6546.961846.024652.9248.02 4-1-53现浇构件箍筋φ8 ｔ5856.271185.364602.9867.93 4-1-54现浇构件箍筋φ10 ｔ5455.82820.384580.0055.44 4-1-55现浇构件箍筋φ12 ｔ5247.63647.464552.1947.98 4-1-56预制构件箍筋φ6.5 ｔ6421.551747.684630.6743.20 4-1-57预制构件箍筋φ8 ｔ5763.161121.344580.7361.09 4-1-58预制构件箍筋φ10 ｔ5385.10777.484557.7549.87 4-1-59预制构件箍筋φ12 ｔ5186.27613.144530.0443.09 4-1-60先张法预应力钢筋φ5内 ｔ6423.301228.925111.6882.70 4-1-61先张法预应力钢筋φ12 ｔ6196.46623.045377.83195.59 4-1-62先张法预应力钢筋φ14 ｔ5906.86568.925163.91174.03 4-1-63先张法预应力钢筋φ16 ｔ5697.85517.445021.92158.49 4-1-64先张法预应力钢筋φ18 ｔ5573.29485.104943.83144.36 4-1-65先张法预应力钢筋φ20 ｔ5477.75450.784889.72137.25 4-1-66先张法预应力钢筋φ22 ｔ5312.25334.624848.94128.69 4-1-67后张法预应力钢筋φ16 ｔ10482.291432.208424.88625.21 4-1-68后张法预应力钢筋φ20 ｔ8723.731017.067277.20429.47 4-1-69后张法预应力钢筋φ25 ｔ7918.82766.926843.71308.19 4-1-70后张法预应力钢筋φ28 ｔ7235.02680.466284.61269.95 4-1-71后张法预应力钢筋φ32 ｔ6895.31614.466043.30237.55 4-1-72后张法预应力钢丝束12φξ ｔ30696.444270.2025466.34959.90 4-1-73后张法预应力钢丝束14φξ ｔ27145.083598.9822620.95925.15 4-1-74后张法预应力钢丝束16φξ ｔ24687.253339.6020450.24897.41 4-1-75后张法预应力钢丝束18φξ ｔ22692.793044.5818770.80877.41 4-1-76后张法预应力钢丝束20φξ ｔ21185.592894.1017430.07861.42 4-1-77后张法预应力钢丝束22φξ ｔ19921.702743.6216329.95848.13 4-1-78后张法预应力钢丝束24φξ ｔ18815.442566.7415411.67837.03 4-1-79无粘结预应力钢丝束 ｔ14009.992411.6410969.18629.17 4-1-80有粘结预应力钢丝束 ｔ27125.2811386.9814167.661570.64 4-1-81套筒锥形螺栓钢筋接头φ32内10个381.77132.00227.2922.48 4-1-82套筒锥形螺栓钢筋接头φ45内10个552.47225.06291.5235.89 4-1-83带肋钢筋接头冷挤压连接φ2010个96.1640.9235.8119.43 4-1-84带肋钢筋接头冷挤压连接φ2210个111.4444.2246.8120.41 4-1-85带肋钢筋接头冷挤压连接φ2510个142.8448.8472.1221.88 4-1-86带肋钢筋接头冷挤压连接φ2810个174.1654.7895.8723.51 4-1-87带肋钢筋接头冷挤压连接φ3210个225.7360.06140.3625.31 4-1-88带肋钢筋接头冷挤压连接φ3610个283.1866.66189.4227.10 4-1-89带肋钢筋接头冷挤压连接φ4010个359.7272.60257.5729.55 4-1-90电渣压力焊接头φ1810个53.2726.4011.9314.94。
山东2013年度家装人工费报价行情
套装室内门
杭州产优质套装门，强化木饰面层，安装用发泡剂，含安装，不含五金锁具。
8
鞋柜（带挂衣板）
E1级细木工板衬底,环保型强化木饰面板饰面,配套线条收口.（展开面积计算）。
二、
主卧室
1
顶面基层处理
地产名牌821腻子粉，批灰2-3遍，打磨，找平。
2
顶面刷乳胶漆
立邦或者多乐士抗碱性乳胶漆。
3
墙面基层处理
山东2013年度家装人工费报价行情
施工项目
价格（元）/单位
报价说明
铺地砖
16元/m2
规格800*800以内，普通抛光砖，超大砖、仿古砖另行协商；马赛克、复古砖勾缝2元/m2。
贴墙砖
28元/m2
规格300*450普通抛光砖，超小砖、超大砖、复古砖、马赛克等等另行协商，收口条安装、瓷砖45度碰角见2010年度透明报价样板；马赛克、复古砖勾缝2元/m2。
衣柜木作
110元/m2
展开面积计算，同地台、鞋柜等所有木作施工项目。
山东装修水电改造报价
序号
水电项目
单价
单位
工艺、材料说明
一
强电
1
开槽布线
38
m
1、墙、地面剔槽，埋入PVC硬质阻燃电工管，内穿国标2.5mm塑铜线，厨房插座、卫生间插座、空调布线用国标4mm塑铜线,每米42元。2、阻燃电工管内穿线不超过3根，如超3根每米加5元。3、管内电线无接头，分线处用分线盒。4、剔槽埋管后，用石膏或水泥沙浆填平。5、开宽槽并行布双根按照PVC硬质阻燃电工管（内穿线不超过3根）分别计算。（如业主自购材料，人工费按百分之五十计算。金属管每米另加10元）。6、开关插座底盒86型10元/个；118型15元/个。
(财务预算编制)山东省房屋修缮工程预算定额资料
（财务预算编制）山东省房屋修缮工程预算定额资料关于颁发《山东省房屋修缮工程预算定额》的通知鲁建标字[2000]11号各市地建委，省直有关部门：根据建设部建标[1995]657号“关于发布《全国统一房屋修缮工程预算定额》的通知”精神，结合我省实际情况，我厅组织编制了《山东省房屋修缮工程预算定额》(以下简称《定额》)，现予颁发，并就有关问题通知如下：一、该《定额》自2000年6月1日起施行。
凡在2000年6月1日后新开工的修缮工程均执行该《定额》。
二、该《定额》与有关定额适用范围的界定。
1．自该《定额》施行之日起，新开工的二次装修工程，一律按该《定额》有关规定执行。
停止执行《山东省建筑工程综合定额》中有关二次装修工程的规定及解释。
2．该《定额》所列抗震加固项目，仅适用于对建筑物中已有的抗震加固内容进行维修、更换。
三、该《定额》由山东省工程建设标准定额站负责解释、管理。
山东省建设厅二000年五月二十日山东省房屋修缮工程预算定额总说明一、《山东省房屋修缮工程预算定额》(以下简称本定额)包括土建分册、暖通分册、电气分册、电梯分册、古建分册。
二、本定额是根据一九九五年建设部颁发的《全国统一房屋修缮工程预算定额》，结合我省修缮工程的实际情况编制的。
三、本定额是编制房屋修缮工程招标文件(标底)、工程报价以及办理工程结算的依据。
四、本定额适用于各类房屋建筑及附属设备的修缮工程、二次装饰工程以及随同房屋修缮工程施工的零星添建工程(300m2以内)，古建筑保护性维修、移地翻建工程。
五、本定额是按正常的施工条件，合理的施工组织设计及合格工程材料供应正常的情况下编制的。
编制时，已考虑了房屋修缮工程施工地点分散、现场狭小、连续作业差、保护原有建筑物及环境设施等因素的影响。
六、本定额的施工操作高度按建筑物自然层6层编制。
建筑物自然层超过6层时，可根据《山东省房屋修缮工程费用定额》中超高增加费项目计算超高增加费。
七、本定额(除注明者外)均以手工或配合中小型机械操作方式编制。
山东省房屋修缮定额解释
山东省房屋修缮工程计价定额土建分册（上）土建分册说明一、土建分册分上、下两册，包括拆除工程，土石方、灰土工程，砌筑工程，钢筋混凝土及模板工程，金属结构工程，木构架及屋面木基层工程，屋面、保温及防水工程，白铁及庭院工程，脚手架工程，楼地面工程，墙柱面工程，门窗工程，顶棚工程，油漆、涂料、裱糊工程，其他工程。
二、本分册适用于一般工业与民用建筑修缮工程中的旧房拆除、修缮改建、抗震加固、二次装修工程。
传统古建筑修缮工程，如遇按现代作法施工的项目，可参照执行本分册相应定额。
三、本分册除各章另有说明外，均不包括搭拆操作高度在3.6m以内简易脚手架的费用。
发生时按第九章脚手架工程有关规定执行。
四、定额中板枋木材的形状名称系依据国家标准GB4822·1的规定：木材宽度尺寸是厚度尺寸的2倍以上者为板材，宽度尺寸小于厚度2倍者为枋材。
板材规格按国家标准GB153·1－84规定（毛料）：厚度在12～21mm为薄板；厚度在25～30mm为中板；厚度在40～60mm为厚板。
五、定额中生石灰的块末比是以5:5考虑的，粉化灰每立方米按生石灰434kg计算。
在编制各地区单位估价表时，应按当地规定的生石灰质量调整定额的生石灰用量。
粉化灰与生石灰数量换算如下：六、本定额（除注明者外）均以手工或配合中小型机械操作方式编制。
七、本定额中各项目工作内容均包括全部施工过程中的工序和工料消耗量，次要工序虽未一一列出，但已包括在定额内。
1、本定额所列的综合工日，其内容包括基本用工、辅助用工、超运距用工（现场100m 以内）、人工幅度差。
2、本定额所列的材料用量，只列出了主要材料消耗量，其他材料费按主要材料总价的1%计取，计入修缮工程费用计算程序（一）中。
八、本定额除个别子目外，均未考虑使用大型机械的情况。
凡需使用的，应根据工程实际情况，按甲、乙双方的签证办理工程结算，计入修缮工程费用计算程序（一）中。
九、本定额的施工操作高度按建筑物自然层6层或高度20m以内编制。
关于发布《山东省房屋修缮工程计价定额》的通知鲁建标字[2008]5号
![关于发布《山东省房屋修缮工程计价定额》的通知鲁建标字[2008]5号](https://img.taocdn.com/s3/m/8ef140e86294dd88d0d26b23.png)
鲁建标字［2008］5号关于发布《山东省房屋修缮工程计价定额》的通知各市建委（建设局）、各有关单位：为加强工程造价管理，完善我省工程计价依据体系，适应工程计价需要，合理确定修缮工程价格，结合我省实际，我厅组织编制了《山东省房屋修缮工程计价定额》（以下简称定额），现予以发布，并就有关问题通知如下：一、本定额自2008年7月1日起施行。
凡在2008年7月1日前已签定合同的修缮工程，仍按原合同及有关规定执行。
二、本定额的使用按省建设厅鲁建发［2002］41号《山东省建筑工程施工发包与承包计价管理办法》的规定执行。
三、自本定额施行之日起，原省建设厅鲁建标字［2000］11号文件发布的相关定额同时停止使用。
四、本定额由山东省工程建设标准定额站负责管理、解释。
在执行过程中，有任何问题和意见，请及时反映给山东省工程建设标准定额站。
二〇〇八年三月二十六日鲁建标字［2008］6号关于发布《山东省房屋修缮工程费用项目构成及计算规则》的通知各市建委（建设局）、各有关单位：为加强工程造价管理，完善我省工程计价依据体系，适应工程计价需要，合理确定修缮工程价格，结合我省实际，我厅组织制定了《山东省房屋修缮工程费用项目构成及计算规则》（以下简称《费用计算规则》），现予以发布，并就有关问题通知如下：一、本《费用计算规则》自2008年7月1日起施行。
凡在2008年7月1日前已签定合同的修缮工程，仍按原合同及有关规定执行。
二、本《费用计算规则》的使用按省建设厅鲁建发［2002］41号《山东省建筑工程施工发包与承包计价管理办法》的规定执行。
三、自本《费用计算规则》施行之日起，原省建设厅鲁建标字［2000］11号文件发布的相关定额同时停止使用。
四、本《费用计算规则》由山东省工程建设标准定额站负责管理、解释。
在执行过程中，有任何问题和意见，请及时反映给山东省工程建设标准定额站。
二○○八年三月二十六日。
山东省市政养护维修工程消耗量定额价目表(2013年4月)
1-1人工挖土方一.二类土20m2内100m32686.202686.201-2人工挖土方三类土20m2内100m34695.904695.901-3人工挖土方四类土20m2内100m36421.146421.141-4人工开挖冻土20m2内100m310808.1610808.161-5人工挖土方一.二类土>20m2100m32360.162360.161-6人工挖土方三类土>20m2100m33960.003960.001-7人工挖土方四类土>20m2100m35504.405504.401-8人工开挖冻土>20m2100m310392.3610392.361-9人工挖稀泥 深2m内100m310485.4210485.421-10人工挖稀泥 深3m内100m311797.5011797.501-11人工挖稀泥 深4m内100m313331.3413331.341-12人工挖稀泥 深5m内100m315064.5015064.501-13人工挖稀泥 深6m内100m317022.7217022.721-14抓斗挖掘机挖稀泥不装车6m内100m31195.48260.70934.78 1-15抓斗挖掘机挖稀泥不装车>6m100m31352.79295.021057.77 1-16抓斗挖掘机挖稀泥6m内100m31352.79295.021057.77 1-17抓斗挖掘机挖稀泥>6m100m31508.79328.021180.77 1-18人工挖一.二类土沟槽2m内100m33138.963138.961-19人工挖一.二类土沟槽4m内100m34112.464112.461-20人工挖一.二类土沟槽6m内100m35604.725604.721-21人工挖一.二类土沟槽8m内100m37180.807180.801-22人工挖三类土沟槽2m内100m35007.425007.421-23人工挖三类土沟槽4m内100m35922.185922.181-24人工挖三类土沟槽6m内100m37265.287265.281-25人工挖三类土沟槽8m内100m39307.989307.981-26人工挖四类土沟槽2m内100m37359.667359.661-27人工挖四类土沟槽4m内100m38218.988218.981-28人工挖四类土沟槽6m内100m39372.009372.001-29人工挖四类土沟槽8m内100m312007.3812007.381-30人工挖一.二类土基坑2m内100m33573.903573.901-31人工挖一.二类土基坑4m内100m34481.404481.401-32人工挖一.二类土基坑6m内100m35523.545523.541-33人工挖一.二类土基坑8m内100m37076.527076.521-34人工挖三类土基坑2m内100m35741.345741.341-35人工挖三类土基坑4m内100m36648.846648.841-36人工挖三类土基坑6m内100m37826.947826.941-37人工挖三类土基坑8m内100m310028.0410028.041-38人工挖四类土基坑2m内100m38508.068508.061-39人工挖四类土基坑4m内100m39319.869319.861-40人工挖四类土基坑6m内100m310240.5610240.561-41人工挖四类土基坑8m内100m313120.8013120.801-42人工凿松石100m310965.2410965.241-43人工凿次坚石100m315225.5415225.541-44人工凿普坚石100m321454.6221454.621-45人工凿特坚石100m337516.3837516.381-46人机配合凿松石100m317845.828644.6832.439168.71 1-47人机配合凿次坚石100m324777.2212003.4244.9312728.871-48人机配合凿普坚石100m334916.4216915.1463.5817937.70 1-49人机配合凿特坚石100m350953.3624683.3492.6626177.36 1-500.6m3反铲挖掘机挖装一.二类土100m3446.0059.40386.60 1-510.6m3反铲挖掘机挖装三类土100m3519.5059.40460.10 1-520.6m3反铲挖掘机挖装四类土100m3584.1859.40524.78 1-530.6m3反铲挖掘机挖一.二类土100m3373.2459.40313.84 1-540.6m3反铲挖掘机挖三类土100m3434.2459.40374.84 1-550.6m3反铲挖掘机挖四类土100m3487.1659.40427.76 1-561m3反铲挖掘机挖装一.二类土100m3473.4559.40414.05 1-571m3反铲挖掘机挖装三类土100m3551.5259.40492.12 1-581m3反铲挖掘机挖装四类土100m3620.1459.40560.74 1-591m3反铲挖掘机挖一.二类土100m3416.6659.40357.26 1-601m3反铲挖掘机挖三类土100m3485.2859.40425.88 1-611m3反铲挖掘机挖四类土100m3545.6159.40486.21 1-62人工运土20m内100m31681.681681.681-63人工运土200m内每增20m100m3380.82380.821-64人力车运土50m内100m31355.641355.641-65人力车运土500m内每增50m100m3214.50214.501-66翻斗车人装运土200m内100m33315.69897.602418.09 1-67翻斗车人装运土1km内每增200m100m3357.12357.12 1-68翻斗车机装运土200m内100m31860.74179.521681.22 1-69翻斗车机装运土1km内每增200m100m3357.12357.12 1-701m3内装载机装土方100m3342.6551.48291.17 1-71 1.5m3内装载机装土方100m3299.3151.48247.83 1-721m3内装载机装运土方20m内100m3463.6551.48412.17 1-731m3内装载机运土方每增20m100m3113.88113.88 1-74 1.5m3内装载机运土方20m内100m3286.6551.48235.17 1-75 1.5m3内装载机运土方每增20m100m383.3583.35 1-766t内自卸汽车运土方1km100m31288.101288.10 1-776t内自卸汽车运土方增运1km100m3119.92119.92 1-788t内自卸汽车运土方1km100m31474.281474.28 1-798t内自卸汽车运土方增运1km100m3115.78115.78 1-8010t内自卸汽车运土方1km100m31450.061450.06 1-8110t内自卸汽车运土方增运1km100m3110.48110.48 1-82汽车运土方人装自卸1km100m35104.681107.483997.20 1-83汽车运土方人装自卸增1km100m3349.76349.76 1-84汽车运废渣人装自卸1km100m35501.341504.143997.20 1-85汽车运废渣机装自卸1km100m32447.9796.362351.61 1-86汽车装运废渣每增1km100m3399.72399.72 1-87沟槽填土人工夯实100m33471.363404.28 6.8260.26 1-88沟槽填土机械夯实100m31533.761184.04349.72 1-89路基填土人工夯实100m32979.002911.92 6.8260.26 1-90路基填土机械夯实100m31179.22910.14269.08 1-91路基填土压路机夯实100m31568.04421.08 6.821140.14 1-92沟槽松填土方100m31180.081180.081-93沟槽松填石渣100m37164.782364.784800.001-94回填砂100m311281.201201.2010080.001-95灌水机夯回填砂10m31501.65268.621159.4073.63 1-96灌水机夯回填石屑10m3971.17228.36646.0496.77 1-97回填水泥稳定砂砾10m31809.31302.281471.9735.06 1-98拆除砖砌构筑物10m3923.34923.341-99拆除石砌构筑物10m31080.421080.421-100人工拆除素砼10m32717.222717.221-101人工拆除钢筋砼10m34306.504306.501-102机械拆除素砼10m33341.831552.98 3.501785.35 1-103机械拆除钢筋砼10m34945.362282.94 5.202657.22 1-104人工拆除10m2内砼人行道板m360.7260.721-105人工拆除50m2内砼人行道板m348.1848.181-106人工拆除>50m2砼人行道板m343.5643.561-107人工拆除5m2内块料石基层m340.2640.261-108人工拆除20m2内块料石基层m328.3828.381-109人工拆除>20m2块料石基层m326.4026.401-110人工拆除5m2内混石基层m358.0858.081-111人工拆除20m2内混石基层m344.8844.881-112人工拆除>20m2混石基层m340.2640.261-113人工拆除5m2内碎石基层m356.7656.761-114人工拆除20m2内碎石基层m344.2244.221-115人工拆除>20m2碎石基层m339.6039.601-116人工拆除5m2内灰土碎石基层m397.6897.681-117人工拆除20m2内灰土碎石基层m382.5082.501-118人工拆除>20m2灰土碎石基层m371.2871.281-119人工拆除5m2内多合土基层m382.5082.501-120人工拆除20m2内多合土基层m371.2871.281-121人工拆除>20m2多合土基层m354.1254.121-122人工拆除5m2内沥青砼路面m3190.08190.081-123人工拆除20m2内沥青砼路面m3141.24141.241-124人工拆除>20m2沥青砼路面m3112.20112.201-125人工拆除砼路面m3225.72225.721-126人工拆除钢筋砼路面m3286.44286.441-127拆除5m2内水泥稳定砂砾级配碎石m3153.12153.121-128拆除20m2内水泥稳定砂砾级配碎石m3119.46119.461-129拆除>20m2水泥稳定砂砾级配碎石m3106.92106.921-130人机拆除沥青砼路面m3161.5366.000.3495.19 1-131人机拆除砼路面m3260.48126.720.45133.31 1-132人机拆除钢筋砼路面m3284.13131.340.53152.26 1-133人机拆除二灰碎石m3176.0580.520.3495.19 1-134人机拆除水泥稳定砂砾.级配碎石m3232.7699.000.45133.31 1-135筑土围堰100m39386.479292.8093.67 1-136草土围堰100m319896.1116916.462885.9893.67 1-137草袋围堰100m320270.2714896.865279.7493.67 1-138不过水土.石围堰100m319301.5514302.864961.8836.81 1-139木挡土板(密木支撑)100m22886.391835.461050.931-140木挡土板(密钢支撑)100m22296.341395.90900.441-141木挡土板(疏木支撑)100m22307.591426.26881.331-142木挡土板(疏钢支撑)100m21818.551086.36732.191-143竹挡土板(密木支撑)100m22405.531824.90580.631-144竹挡土板(密钢支撑)100m21817.891386.00431.891-145竹挡土板(疏木支撑)100m22029.011420.32608.691-146竹挡土板(疏钢支撑)100m21546.311086.36459.951-147钢挡土板(密木支撑)100m22810.811835.46975.351-148钢挡土板(密钢支撑)100m22238.581413.72824.861-149钢挡土板(疏木支撑)100m22326.461438.14888.321-150钢挡土板(疏钢支撑)100m21838.481098.90739.581-151木脚手架(单排4m内)100m21031.21467.94563.271-152木脚手架(单排8m内)100m21400.54566.94833.601-153木脚手架(双排4m内)100m21492.47640.86851.611-154木脚手架(双排8m内)100m21806.52755.701050.821-155钢管脚手架(单排4m内)100m2910.41528.00382.411-156钢管脚手架(单排8m内)100m21005.23545.82459.411-157钢管脚手架(双排4m内)100m21140.70718.74421.961-158钢管脚手架(双排8m内)100m21269.05725.34543.711-159集坑排水 水泵口径φ50内台日454.08194.70259.38 1-160集坑排水 水泵口径φ100内台日468.78194.70274.08 1-161集坑排水 水泵口径φ150内台日518.02194.70323.32 1-162大口径深井降水打井ｍ544.42188.76143.56212.10 1-163大口径深井降水抽水台班159.1521.780.33137.04 1-164低压动力橡皮干线临时供电100ｍ2924.93729.302195.631-165低压动力橡皮支线临时供电100ｍ1244.25514.80729.451-166人力车运黄土100m内m317.8217.821-167人力车运黄土每增50m m3 2.64 2.641-168人力车运砂100m内m316.5016.501-169人力车运砂每增50m m3 2.64 2.641-170人力车运乱石100m内m318.4818.481-171人力车运乱石每增50m m3 2.64 2.641-172人力车运碎石100m内m323.7623.761-173人力车运碎石每增50m m3 2.64 2.641-174人力车运袋装水泥100m内ｔ11.2211.221-175人力车运袋装水泥每增50mｔ 1.98 1.981-176人力车运生石灰100m内ｔ19.1419.141-177人力车运生石灰每增50mｔ 2.64 2.641-178人力车运砖100m内千块35.6435.641-179人力车运砖每增50m千块 4.62 4.621-180人力车运陶土管100m内百节250.80250.801-181人力车运陶土管每增50m百节15.1815.181-182人力车运小型构件100m内m344.8844.881-183人力车运小型构件每增50m m3 3.96 3.961-184汽车运人工装卸黄土.砂1km m350.4110.5639.85 1-185汽车运黄土.砂每增1km m3 4.03 4.03 1-186汽车运人工装卸乱石.碎石1km m366.4117.1649.25 1-187汽车运乱石.碎石每增1km m3 4.93 4.93 1-188汽车运人工装卸袋装水泥1kmｔ43.039.9033.131-189汽车运袋装水泥每增1kmｔ 2.69 2.69 1-190汽车运人工装卸钢筋1kmｔ38.9811.2227.76 1-191汽车运钢筋每增1kmｔ 2.69 2.69 1-192汽车运机械装卸砼管1km十节415.0838.94376.14 1-193汽车运砼管每增1km十节19.2519.25 1-194汽车运人工装卸小型构件1km m3115.9850.1665.82 1-195汽车运机械装卸小型构件1km m3155.2914.52140.77 1-196汽车运小型构件每增1km m37.167.16 1-197汽车运人工装卸其他材料设备1km车次239.2481.18158.06 1-198汽车运机械装卸其他材料设备1km车次372.8334.98337.85 1-199汽车运其他材料.设备每增1km车次17.0217.02 1-200汽车运水1km内m328.19 2.6425.55 1-201汽车运水每增运1km m30.480.48 1-202汽车运人装自卸砼1km m366.1317.1648.97 1-203汽车运砼每增1km m3 5.00 5.00 1-204汽车运机装人卸沥青砼1km m362.8313.8648.97 1-205汽车运机装自卸沥青砼1km m327.10 4.6222.48 1-206汽车运沥青砼每增1km m3 5.00 5.00 1-207拖拉机运土.砂1km内m326.609.9016.70 1-208拖拉机运土.砂.每增1km m38.518.51 1-209拖拉机运乱石.碎石1km内m338.6015.8422.76 1-210拖拉机运乱石.碎石每增1km m39.829.82 1-211拖拉机运袋装水泥1km内ｔ37.739.2428.49 1-212拖拉机运袋装水泥每增1kmｔ10.1510.15 1-213拖拉机运石灰1km内ｔ31.0413.2017.84 1-214拖拉机运石灰每增1kmｔ7.537.53 1-215拖拉机运粉灰1km内m331.8815.1816.70 1-216拖拉机运粉灰每增1km m310.1510.15 1-217拖拉机运小型构件1km内m369.8940.2629.63 1-218拖拉机运小型构件每增1km m312.7712.77 1-219拖拉机运砖1km内千块106.3939.6066.79 1-220拖拉机运砖.每增1km千块13.5913.59 1-221拖拉机运陶土管1km内十节47.1926.4020.79 1-222拖拉机运陶土管每增1km十节9.009.00 1-223拖拉机运废渣1km内m338.9317.1621.77 1-224拖拉机运废渣每增1km m311.1311.13 2-1培路肩(人工夯实)厚10cm100m2454.08454.082-2培路肩(人工夯实)厚20cm100m2737.22737.222-3培路肩(人工夯实)厚30cm100m21060.621060.622-4培路肩(机械夯实)厚10cm100m2399.84191.40208.44 2-5培路肩(机械夯实)厚20cm100m2700.02283.14416.88 2-6培路肩(机械夯实)厚30cm100m21002.84377.52625.32 2-7培路肩(机械碾压)厚10cm100m2322.49214.50107.99 2-8培路肩(机械碾压)厚20cm100m2583.27429.00154.27 2-9培路肩(机械碾压)厚30cm100m2793.76592.02201.74 2-10整修边坡100m294.3894.382-11砸水泥皮100m2953.04953.042-12人工往返移动砼墩铁管分隔带100ｍ375.15198.00177.15 2-13清理路面泥土m325.0825.082-14清理路面雪m317.1617.162-15清理路面冰m342.9042.902-16刨毛路面全部100m2304.92304.922-17刨毛路面间隔100m2174.90174.902-18冲刷沥青或砼路面100m2110.3677.22 4.2228.92 2-19冲刷碎石路面100m2275.03219.787.0448.21 2-20清扫沥青或砼路面100m215.8415.842-21清扫碎石路面100m244.2244.222-22修复厂拌料基层15cm 20m2内100m22886.9164.022373.41449.48 2-23修复厂拌料基层15cm >20m2100m22867.1144.222373.41449.48 2-24修复厂拌料基层每增减1cm100m2147.310.66146.652-25修复现场拌料基层15cm 20m2内100m22964.13141.242373.41449.48 2-26修复现场拌料基层15cm >20m2100m22920.5797.682373.41449.48 2-27修复现场拌料基层每增减1cm100m2149.95 3.30146.652-28人工铲除油包油浪100m2798.60798.602-29铣刨机刨旧路水泥砼厚5cm内100m2951.81277.20674.61 2-30铣刨机刨旧路沥青砼厚5cm内100m2405.93165.00240.93 2-31铣刨机刨旧路每增减1cm100m219.8019.802-32铣刨机刨灰土厚5cm100m2229.8366.00163.83 2-33铣刨机刨灰土每增减1cm100m213.2013.202-34铣刨机刨油包油浪100m2344.02132.00212.02 2-35路基人工夯实100m2277.20277.202-36路基机械碾压100m2207.0752.80154.27 2-37路基机械夯实100m2209.82105.60104.22 2-38弹软土基人工夯一般土5m2内m398.7656.7642.002-39弹软土基人工夯一般土10m2内m395.4653.4642.002-40弹软土基人工夯一般土>10m2m392.1650.1642.002-41弹软土基人工夯2:8灰土5m2内m3150.0585.8064.252-42弹软土基人工夯2:8灰土10m2内m3142.1377.8864.252-43弹软土基人工夯2:8灰土>10m2m3135.5371.2864.252-44弹软土基人工夯3:7灰土5m2内m3162.3285.8076.522-45弹软土基人工夯3:7灰土10m2内m3152.5577.8874.672-46弹软土基人工夯3:7灰土>10m2m3145.9571.2874.672-47弹软土基人工夯二灰碎石5m2内m388.2285.80 2.422-48弹软土基人工夯二灰碎石10m2内m380.3077.88 2.422-49弹软土基人工夯二灰碎石>10m2m373.7071.28 2.422-50弹软土基人工夯改换毛石5m2内m3130.0866.0064.082-51弹软土基人工夯改换毛石10m2内m3124.8060.7264.082-52弹软土基人工夯水泥稳定砂5m2内m3225.8977.22148.672-53弹软土基人工夯水泥稳定砂10m2内m3218.6369.96148.672-54弹软土基人工夯水泥稳定砂>10m2m3212.6964.02148.672-55弹软土基机械碾压掺一般土m3147.5128.3842.0077.13 2-56弹软土基机械碾压掺2:8灰土m3196.6751.4868.0677.13 2-57弹软土基机械碾压掺3:7灰土m3208.9954.1277.7477.13 2-58弹软土基机械碾压掺毛石砂m3232.0460.7294.1977.132-59弹软土基机械碾压掺毛石m3203.2160.7265.3677.13 2-60人工铺筑砂垫层5cm100m2726.98165.66561.322-61人工铺筑砂垫层每增减1cm100m2145.7633.66112.102-62人工铺筑石屑垫层5cm100m2461.69150.48311.212-63人工铺筑石屑垫层每增减1cm100m292.5830.3662.222-642:8灰土基层20cm(人工拌夯)100m23391.221749.001483.13159.09 2-652:8灰土基层人工拌夯每增减1cm100m2142.4559.4074.858.20 2-663:7灰土基层20cm(人工拌夯)100m23738.981768.801758.06212.12 2-673:7灰土基层人工拌夯每增减1cm100m2157.4759.4087.4610.61 2-682:8灰土基层20cm(人拌机碾)100m23363.481377.421512.33473.73 2-692:8灰土基层人拌机碾每增减1cm100m2140.0543.5674.8521.64 2-703:7灰土基层20cm(人拌机碾)100m23675.291384.681758.06532.55 2-713:7灰土基层人拌机碾每增减1cm100m2156.3944.8887.4624.05 2-7212:35:53二灰土基层人拌厚20cm100m23903.291444.741974.52484.03 2-7312:35:53二灰土人拌每增减1cm100m2167.4144.8898.4824.05 2-742:8灰土基层20cm(厂拌机碾)100m22472.13551.761482.79437.58 2-752:8灰土基层厂拌机碾每增减1cm100m2108.9717.1672.1019.71 2-763:7灰土基层20cm(厂拌机碾)100m22710.10551.761720.76437.58 2-773:7灰土基层厂拌机碾每增减1cm100m2120.6317.1683.7619.71 2-7812:35:53二灰土基层厂拌厚20cm100m23385.67551.762396.33437.58 2-7912:35:53二灰土厂拌每增减1cm100m2153.2917.16116.4219.71 2-80厂拌12:35:53石灰.粉煤灰.土m3131.8129.0495.447.33 2-81厂拌2:8灰土m398.0919.8071.83 6.46 2-82厂拌3:7灰土m3108.9319.8082.67 6.46 2-83厂拌稳定土自卸汽车运输1km内m314.9914.99 2-84厂拌稳定土自卸汽车增运1km m3 3.50 3.50 2-85人工铺装砂砾基层10cm100m21559.60357.06754.88447.66 2-86人工铺装砂砾基层15cm100m22068.35488.401132.29447.66 2-87人工铺装砂砾基层每增减1cm100m2106.1831.0275.162-884-8cm碎石承重层10cm100m21891.38458.04827.51605.83 2-894-8cm碎石承重层每增减1cm100m2138.3139.6082.8015.91 2-903-6cm碎石承重层6cm100m21206.86303.60499.70403.56 2-913-6cm碎石承重层每增减1cm100m2138.6139.6083.1015.91 2-922-4cm碎石承重层4cm100m2944.46234.96331.34378.16 2-93修补碎石路面坑槽厚8cm100m22705.73733.26784.311188.16 2-94修补碎石路面坑槽每增减1cm100m2289.4873.2685.50130.72 2-95小毛石基础15cm100m22334.38807.181100.00427.20 2-96小毛石基础20cm100m22841.84953.041461.60427.20 2-97小毛石基础每增减1cm100m2101.9429.0472.902-98沥青稳定碎石层用油量2kg/m2100m2270.35107.5896.7266.05 2-99沥青稳定碎石层用油量3kg/m2100m2292.58116.1696.7279.70 2-100沥青稳定碎石层用油量4kg/m2100m2314.81124.7496.7293.35 2-101沥青稳定碎石层用油增减0.5kg100m28.48 1.98 6.50 2-102单层式沥青表面处治100m2382.62169.62150.2062.80 2-103双层式沥青表面处治100m2838.11291.72267.78278.61 2-104沥青贯入式路面厚4cm100m21459.80390.06558.76510.98 2-105沥青贯入式路面厚5cm100m21698.41440.22637.98620.212-106沥青贯入式路面厚6cm100m21951.06489.72738.95722.39 2-107黑色碎石路面(人工摊铺)厚5cm100m2753.38297.0069.69386.69 2-108黑色碎石路面(人工摊铺)厚6cm100m2786.29321.4278.18386.69 2-109黑色碎石路面(人工摊铺)厚7cm100m2827.05340.5699.80386.69 2-110黑色碎石路面人工摊铺增减1cm100m237.0224.4212.602-111黑色碎石路面(机械摊铺)厚5cm100m2773.21182.1669.69521.36 2-112黑色碎石路面(机械摊铺)厚6cm100m2819.26193.3878.18547.70 2-113黑色碎石路面(机械摊铺)厚7cm100m2865.27204.6099.80560.87 2-114黑色碎石路面机械摊铺增减1cm100m224.4811.8812.602-115人工铺粗中粒式沥青砼路面3cm100m2734.30238.9247.72447.66 2-116人工铺粗中粒式沥青砼路面4cm100m2811.71294.3669.69447.66 2-117人工铺粗中粒式沥青砼路面5cm100m2849.90324.0678.18447.66 2-118人工铺粗中粒式沥青砼路面6cm100m2908.48361.0299.80447.66 2-119人工铺粗中粒沥青砼每增减1cm100m252.2039.6012.602-120机械铺粗中粒式沥青砼路面3cm100m2730.07147.8447.72534.51 2-121机械铺粗中粒式沥青砼路面4cm100m2821.26177.5469.69574.03 2-122机械铺粗中粒式沥青砼路面5cm100m2873.25194.7078.18600.37 2-123机械铺粗中粒式沥青砼路面6cm100m2927.84214.5099.80613.54 2-124机械铺粗中粒沥青砼每增减1cm100m232.4019.8012.602-125人工铺细粒式沥青砼路面1cm100m2170.66127.3812.6030.68 2-126人工铺细粒式沥青砼路面2cm100m2558.12214.5026.50317.12 2-127人工铺细粒式沥青砼路面3cm100m2640.01283.8039.09317.12 2-128人工铺细粒沥青砼每增减0.5cm100m244.1834.329.862-129机械铺细粒式沥青砼路面1cm100m2209.2681.8412.60114.82 2-130机械铺细粒式沥青砼路面2cm100m2541.13133.3226.50381.31 2-131机械铺细粒式沥青砼路面3cm100m2647.99174.9039.09434.00 2-132机械铺细粒沥青砼每增减0.5cm100m234.2824.429.862-133砌筑砼块树池25X12.5X5cm100ｍ383.25374.888.372-134砌筑石质块树池25X12.5X5cm100ｍ441.33432.968.372-135砌筑单层立砖树池100ｍ747.30483.12264.182-136砌筑双层立砖树池100ｍ1105.85640.86464.992-137砌筑树篦1X1m内10套104.94104.942-138砌筑树篦1.2X1.2m内10套165.00165.002-139砌筑树篦1.5X1.5m内10套280.50280.502-140沥青路面裂缝灌沥青.缝宽1cm100ｍ206.5473.92132.622-141沥青路面裂缝灌沥青砂.缝宽2cm100ｍ362.50184.80177.702-142沥青路面裂缝灌沥青砼.缝宽4cm100ｍ244.20244.202-143沥青路面裂缝铺土工布100m21636.80349.801287.002-144路面撒砂养护100m267.388.5858.802-145路面扫砂养护100m2 3.96 3.962-146路面防滑撒砂100m2120.728.5885.6826.46 2-147路面机械喷油 1kg/m2100m254.7617.1617.4520.15 2-148路面机械喷油 1.5kg/m2100m255.2517.1617.9420.15 2-149路面机械喷油 2kg/m2100m269.4617.1618.5033.80 2-150路面机械喷油 2.5kg/m2100m269.9117.1618.9533.80 2-151人工刮油皮100m2199.5191.0878.1430.29 2-152修补沥青砼路面补破皮3cm100m2456.79242.2233.62180.952-153修补沥青砼路面补坑窝5cm100m2637.92406.5650.41180.95 2-154修补沥青砼路面补沟槽5cm100m2637.92406.5650.41180.95 2-155沥青砼补坑窝及沟槽每增减1cm100m287.4779.208.272-156水泥砼路面.机拌抗折45#厚15cm100m26941.622226.844538.72176.06 2-157水泥砼路面.机拌抗折45#厚20cm100m28934.152705.345993.67235.14 2-158水泥砼路面.机拌抗折45#厚24cm100m210574.713125.107151.04298.57 2-159水泥砼路面.抗折45#每增减1cm100m2393.3595.70286.6111.04 2-160水泥砼路面.机拌抗折50#厚15cm100m27206.182226.844803.28176.06 2-161水泥砼路面.机拌抗折50#厚20cm100m29284.952705.346344.47235.14 2-162水泥砼路面.机拌抗折50#厚24cm100m210996.393125.107572.72298.57 2-163水泥砼路面.抗折50#每增减1cm100m2410.9195.70304.1711.04 2-164水泥砼路面.人拌抗折45#厚15cm100m27150.522584.564538.7227.24 2-165水泥砼路面.人拌抗折45#厚20cm100m29222.263191.765994.2736.23 2-166水泥砼路面.人拌抗折45#厚24cm100m210934.803720.427153.0261.36 2-167水泥砼路面.人折45#每增减1cm100m2429.32141.24286.61 1.47 2-168水泥砼路面.人拌抗折50#厚15cm100m27415.082584.564803.2827.24 2-169水泥砼路面.人拌抗折50#厚20cm100m29572.463191.766344.4736.23 2-170水泥砼路面.人拌抗折50#厚24cm100m211356.483720.427574.7061.36 2-171水泥砼路面.人折50#每增减1cm100m2446.88141.24304.17 1.47 2-172切缝机切缝100ｍ330.54298.327.9824.24 2-173沥青木板伸缝10m21123.85559.68564.172-174沥青玛蹄脂伸缝10m21407.88303.601104.282-175沥青木板缩缝10m21007.36639.54367.822-176沥青玛蹄脂缩缝10m2928.59343.20585.392-177传力杆制作.安装ｔ7167.561708.085402.6356.85 2-178修补水泥砼路缝100ｍ200.8179.20121.612-179人工拆除侧石100ｍ462.00462.002-180人工拆除缘石100ｍ231.00231.002-181人工拆除连接型侧缘石100ｍ739.20739.202-182人工拆除分离型侧缘石100ｍ462.00462.002-183人工拆除砖缘石100ｍ105.60105.602-184人工起垫侧石(砂垫层)100ｍ828.07726.00102.072-185人工起垫侧石(灰土垫层)100ｍ827.41726.00101.412-186人工起垫缘石(砂垫层)100ｍ828.07726.00102.072-187人工起垫缘石(灰土垫层)100ｍ827.41726.00101.412-188修换石质侧石0.8m内2m内100ｍ2284.372138.40145.972-189修换石质侧石0.8m内5m内100ｍ1856.691710.72145.972-190修换石质侧石0.8m内>5m100ｍ1571.571425.60145.972-191修换石质侧石1.5m内2m内100ｍ2125.971980.00145.972-192修换石质侧石1.5m内5m内100ｍ1729.971584.00145.972-193修换石质侧石1.5m内>5m100ｍ1650.771504.80145.972-194修换石质侧石1.5m外2m内100ｍ3709.973564.00145.972-195修换石质侧石1.5m外5m内100ｍ2521.972376.00145.972-196修换石质侧石1.5m外>5m100ｍ1927.971782.00145.972-197修换砼侧石0.8m内2m内100ｍ1569.511425.60143.912-198修换砼侧石0.8m内5m内100ｍ1363.591219.68143.912-199修换砼侧石0.8m内>5m100ｍ1213.111069.20143.912-200修换石质侧缘石0.8m内2m内100ｍ3179.652851.20328.452-201修换石质侧缘石0.8m内5m内100ｍ2775.732447.28328.452-202修换石质侧缘石0.8m内>5m100ｍ2070.851742.40328.452-203修换石质侧缘石1.5m内2m内100ｍ2965.812637.36328.452-204修换石质侧缘石1.5m内5m内100ｍ2506.452178.00328.452-205修换石质侧缘石1.5m内>5m100ｍ2340.132011.68328.452-206修换石质侧缘石1.5m外2m内100ｍ4209.253880.80328.452-207修换石质侧缘石1.5m外5m内100ｍ3331.453003.00328.452-208修换石质侧缘石1.5m外>5m100ｍ2593.572265.12328.452-209安砌砼侧石0.8m内100ｍ920.04784.08135.962-210安砌石质侧石0.8m内100ｍ1094.28958.32135.962-211安砌分离型砼侧缘石0.8m内100ｍ1330.371235.5294.852-212安砌分离型石质侧缘石0.8m内100ｍ1441.251346.4094.852-213安砌连接型砼侧缘石0.8m内100ｍ1355.261338.4816.782-214安砌砼侧石1.5m内100ｍ975.48839.52135.962-215安砌石质侧石1.5m内100ｍ1181.401045.44135.962-216安砌分离型砼侧缘石1.5m内100ｍ1433.331338.4894.852-217安砌分离型石质侧缘石1.5m内100ｍ1663.011568.1694.852-218安砌连接型砼侧缘石1.5m内100ｍ1481.981465.2016.782-219安砌砼侧石>1.5m100ｍ1062.60926.64135.962-220安砌石质侧石>1.5m100ｍ1514.041378.08135.962-221安砌分离型砼侧缘石>1.5m100ｍ1520.451425.6094.852-222安砌分离型石质侧缘石>1.5m100ｍ1789.731694.8894.852-223安砌连接型砼侧缘石>1.5m100ｍ1600.781584.0016.782-224人行道板砂垫层m3151.8739.60112.272-225人行道板石屑垫层m398.5236.3062.222-226人行道板炉渣垫层m3152.0966.6685.432-227人行道板灰土垫层m3217.39103.62113.772-228人行道板C15砼垫层m3303.43100.98200.57 1.88 2-229人行道板水泥稳定砂砾垫层m3235.7580.52153.35 1.88 2-230人行道板毛石贯浆垫层m3200.7556.76143.992-231人行道板5%水泥稳定砂砾15cm100m23262.57686.402367.73208.44 2-232块料人行道板25X25X5cm(砂垫层)100m21468.50914.10554.402-233块料人行道板30X30X6cm(砂垫层)100m21422.17856.68565.492-234块料人行道板40X40X7cm(砂垫层)100m21408.77844.14564.632-235块料人行道板50X50X8cm(砂垫层)100m21400.19835.56564.632-236修换石板路面100m22596.562016.96579.602-237修换方块石路面100m22117.221344.42772.802-238修换砖人行道100m22181.00726.001455.002-239修换砼板人行道100m21056.90636.90420.002-240异型板修换100m21256.70828.30428.402-241异型板曲线部分修换100m21560.301131.90428.402-242异型板起垫100m21042.50828.30214.202-243铺异型板5cm砂垫层100m21497.54943.14554.402-244铺异型板5cm水泥砂浆100m22457.171257.961199.212-245铺异型板曲线部分砂垫层100m21686.301131.90554.402-246铺异型板曲线部分5cm水泥砂浆100m22708.631509.421199.212-247起垫石板路面100m22306.762016.96289.802-248起垫方块石路面100m21730.821344.42386.402-249起垫砖人行道100m2936.00726.00210.002-250起垫砼板人行道100m2846.90636.90210.002-251C20水泥砼人行道7cm100m23303.091584.001642.7176.38 2-252C20水泥砼人行道每增减1cm100m2267.2958.08209.212-253安装路名牌(立柱式)个104.8239.609.2555.97 2-254拆除路名牌个66.5310.5655.97 2-255擦洗路名牌(立柱式)个10.007.92 2.082-256刷路名牌油漆个26.2615.8410.422-257道路标线.冷漆10m2187.9592.4095.553-1干砌毛石基础m3190.7086.46104.243-2干砌毛石挡土墙m3212.51105.60106.913-3干砌毛石河床护底过水路面m3217.79110.88106.913-4干砌毛石道路边沟m3248.81141.90106.913-5干砌毛石护坡30cm内10m21043.22537.90505.323-6干砌毛石护坡40cm内10m21337.24663.30673.943-7干砌毛石锥形护坡30cm内10m21159.38654.06505.323-8干砌毛石锥形护坡40cm内10m21510.16836.22673.943-9M7.5砂浆砌毛石基础m3327.58189.42138.163-10M7.5砂浆砌毛石挡土墙m3352.76211.86140.903-11M7.5砂浆砌毛石河床护底m3299.96159.06140.903-12M7.5砂浆砌毛石道路边沟m3414.14273.24140.903-13M7.5砂浆砌毛石河底子沟m3490.55345.84144.713-14M7.5砂浆砌毛石水簸箕m3431.49288.42143.073-15M7.5砂浆砌毛石涵洞翼墙渠墙m3406.09264.66141.433-16M7.5砂浆砌毛石桥台侧墙翼墙m3393.87250.80143.073-17M7.5砂浆砌毛石桥墩及双面墙m3460.14321.42138.723-18M7.5砂浆砌毛石护栏m3372.36233.64138.723-19M7.5砂浆砌毛石护坡30cm10m21206.32771.54434.783-20M7.5砂浆砌毛石护坡40cm10m21362.49768.24594.253-21M7.5砂浆砌毛石锥形护坡30cm10m21245.43810.48434.953-22M7.5砂浆砌毛石锥形护坡40cm10m21507.581006.50501.083-23M7.5砂浆砌正毛石挡土墙m3498.54341.22142.5714.75 3-24M7.5砂浆砌正毛石桥台.侧墙m3513.72356.40142.5714.75 3-25M7.5砂浆砌正毛石涵墩m3565.90403.26147.8914.75 3-26M7.5砂浆砌正毛石拱圈m3658.17417.78225.6414.75 3-27M7.5砂浆砌正毛石护栏m3546.36384.78146.8314.75 3-28M7.5砂浆砌料石墩台m3213.65185.4616.5511.64 3-29M7.5砂浆砌料石挡侧墙m3200.66172.9216.1011.64 3-30M7.5砂浆砌料石拱圈m3331.43267.3052.4911.64 3-31M7.5砂浆砌料石帽石m3247.89229.6817.10 1.11 3-32M7.5砂浆砌料石缘石m3203.01183.4818.42 1.11 3-33M7.5砂浆砌料石拦杆m3315.87298.9815.78 1.11 3-341:2水泥砂浆修补砼构筑物10m21561.851317.36244.493-351:2水泥砂浆修补板梁10m21240.311178.7661.553-361:2水泥砂浆修补翼墙护岸10m2226.55165.0061.553-371:2水泥砂浆修补桥台.桥墩10m2611.99550.4461.553-38C202现浇修补零星砼m31638.851178.10423.3537.40 3-39表面封闭法环氧树脂修补10m2246.29137.94108.353-40填充法环氧树脂修补10m2346.15236.28109.873-41注入法环氧树脂修补10m2523.05412.50110.553-42环氧树脂裂缝补强10m2955.00798.60156.403-43砼栏杆维修10ｍ963.41825.00138.413-44栏杆人工局部除锈10m286.1582.50 3.653-45型钢栏杆安装10ｍ490.73442.2048.533-46钢管栏杆安装10ｍ411.25231.00137.4342.82 3-47铸铁栏杆安装10ｍ953.07891.0062.073-48水磨石饰面10m2925.67716.10209.573-49水刷石饰面10m2657.45541.20116.253-50剁斧石饰面10m21226.611109.46117.153-51拉毛饰面10m2260.39213.8446.553-52水泥砂浆饰面10m2246.73180.1866.553-53天桥地道踏步橡胶条修补.更换10ｍ821.19330.00491.193-54维修马赛克饰面10m21178.03472.56705.473-55维修磨石子板饰面10m2879.05248.16630.893-56维修瓷砖饰面10m2734.82387.42347.403-57维修大理石板饰面10m22821.37307.562513.813-58维修缸砖饰面10m2694.16195.36498.803-59刷石灰浆(三遍)10m218.8918.480.413-60刷水泥浆(三遍)10m232.9527.06 5.893-61刷白水泥浆(三遍)10m267.6658.089.583-62刷106涂料(二遍)10m237.6825.0812.603-63刮腻子底油调和漆二遍10m267.5438.9428.603-64刮腻子无光调合漆调和漆各一遍10m291.3248.8442.483-65乳胶漆三遍10m2155.6249.50106.123-66砼面上乳胶漆二遍10m2104.8137.6267.193-67拉毛面上乳胶漆二遍10m2139.3237.62101.703-68砼栏杆乳胶漆二遍10m2104.8137.6267.193-69钢栏杆油漆二遍10m2349.06272.5876.483-70钢结构喷漆二遍10m2123.4614.5236.1272.82 3-71干砌块石勾平缝100m21066.81636.90413.9915.92 3-72干砌块石勾凸缝100m21871.871226.94621.7723.16 3-73浆砌块石勾平缝100m2800.31580.80212.277.24 3-74浆砌块石勾凸缝100m21481.181156.32313.2811.58 3-75浆砌块石勾凹缝100m21156.871046.76105.77 4.34 3-76浆砌砼预制块.料石勾平缝100m2631.36577.5052.41 1.45 3-77浆砌砼预制块.料石勾凸缝100m21227.341152.3672.09 2.89 3-78浆砌砼预制块.料石勾凹缝100m21074.771046.1027.22 1.45 3-79砖墙勾缝100m2775.83719.4054.43 2.00 3-80抹底面2cm100m21510.25957.00530.9822.27 3-81抹墙面或顶面2cm100m21827.051273.80530.9822.27 3-82剔勾旧石缝100m22243.332131.80107.52 4.01 3-83钢板伸缩缝补焊ｍ400.58165.0016.50219.083-84钢板伸缩缝换面板(直板缝)ｍ770.18460.0291.08219.08 3-85钢板伸缩缝更新角钢护口缝ｍ874.42528.00127.34219.08 3-86换橡胶条伸缩缝ｍ371.90247.5099.4224.98 3-87橡胶支座维修只99.459.9089.55 3-88摆柱支座维修只206.8939.60 6.09161.20 3-89弧度钢板支座维修只206.8939.60 6.09161.20 3-90滚动支座维修只632.15158.4030.46443.29 3-91滚动支座维修每增1kg黄油只65.1315.848.9940.30 3-92剔勾海岸防潮墙大块石缝100m24816.403177.901638.503-93清洗.擦洗钢管护栏10m2173.78163.6810.103-94铁索链刷油漆ｔ865.16623.04242.123-95修换不锈钢管扶手.护栏10ｍ2688.73161.042308.77218.92 4-1人工疏通管道φ300内100ｍ507.88422.4085.484-2人工疏通管道φ400内100ｍ715.78630.3085.484-3人工疏通管道φ600内100ｍ1130.261044.7885.484-4人工疏通管道φ800内100ｍ1544.741459.2685.484-5手动绞车疏通管道φ300内100ｍ299.44239.5850.918.95 4-6手动绞车疏通管道φ400内100ｍ380.85319.4450.9110.50 4-7手动绞车疏通管道φ600内100ｍ465.19399.3050.9114.98 4-8手动绞车疏通管道φ800内100ｍ593.09522.7250.9119.46 4-9手动绞车疏通管道φ1000内100ｍ764.55689.7050.9123.94 4-10机动绞车疏通管道φ600内100ｍ554.71378.8450.91124.96 4-11机动绞车疏通管道φ800内100ｍ648.70454.7450.91143.05 4-12机动绞车疏通管道φ1000内100ｍ845.51597.3050.91197.30 4-13机动绞车疏通管道φ1200内100ｍ1175.65873.1850.91251.56 4-14机动绞车疏通管道φ1500内100ｍ2015.541630.8650.91333.77 4-15水冲管道φ300内.水压15Mpa100ｍ447.5666.0032.40349.16 4-16水冲管道φ500内.水压15Mpa100ｍ458.0573.2635.63349.16 4-17水冲管道φ900内.水压15Mpa100ｍ470.5382.5038.87349.16 4-18水冲管道>φ900.水压15Mpa100ｍ487.2594.3843.71349.16 4-19冲洗雨水支管.水压15Mpa100ｍ601.34219.7832.40349.16 4-20水冲管道φ300内.水压10Mpa100ｍ467.45110.2232.40324.83 4-21水冲管道φ500内.水压10Mpa100ｍ492.46132.0035.63324.83 4-22水冲管道φ900内.水压10Mpa100ｍ528.70165.0038.87324.83 4-23水冲管道>φ900.水压10Mpa100ｍ588.32219.7843.71324.83 4-24冲洗雨水支管.水压10Mpa100ｍ687.23330.0032.40324.83 4-25水压疏通管道φ300100ｍ73.2673.264-26水压疏通管道φ500100ｍ94.3894.384-27水压疏通管道φ900100ｍ132.00132.004-28水压疏通管道>φ900100ｍ165.00165.004-29明渠清泥带水作业深1.5m10m3773.52773.524-30明渠清泥带水作业每增减0.5m10m3212.52212.524-31明渠清泥深1.5m10m3456.06456.064-32明渠清泥每增减0.5m10m3129.36129.364-33暗渠清泥集中井口出泥10m31903.261664.52238.74 4-34暗渠清泥分散开盖板出泥10m31362.241362.244-35河道清淤10m31475.101475.104-36河底清理.河岸高2m内10m32298.782298.784-37河底清理.河岸高4m内10m32628.782628.784-38河底清理.河岸高6m内10m33123.783123.784-39打捞水中漂浮物10m244.8844.884-40人工疏通出水口孔13.2013.204-41清除草皮10m221.7821.784-42疏浚盖板沟30X60cm内10ｍ67.0352.8014.234-43疏浚盖板沟40X100cm内10ｍ73.6359.4014.234-44疏浚盖板沟50X100cm内10ｍ86.8372.6014.234-45疏浚盖板沟65X100cm内10ｍ93.4379.2014.234-46疏浚盖板沟100X150cm内10ｍ129.93112.2017.734-47掏挖检查井10座124.08124.084-48掏挖雨水斗10座101.64101.644-49掏挖污水池m358.0858.084-50检查检查井10座32.3432.344-51处理冒水处69.3069.304-52人机配合掏挖检查井10座225.9797.68128.29 4-53人装机动翻斗车运污泥200m内10m3396.76178.86217.90 4-54翻斗车运污泥3km内每增200m10m317.8617.86 4-55人装自卸汽车运污泥1km内10m3838.21198.66639.55 4-56自卸汽车运污泥每增1km10m349.9749.97 4-57双轮斗车运污泥50m内10m3386.76386.764-58双轮斗车运污泥500m内每增50m10m334.3234.324-59拆除陶土管 φ15010ｍ73.9273.924-60拆除陶土管 φ20010ｍ76.5676.564-61拆除陶土管 φ25010ｍ79.2079.204-62拆除陶土管 φ30010ｍ83.8283.824-63拆除陶土管 φ40010ｍ92.4092.404-64拆除陶土管 φ50010ｍ101.64101.644-65拆除砼管道 φ30010ｍ271.29266.64 4.65 4-66拆除砼管道 φ45010ｍ282.70277.20 5.50 4-67拆除砼管道 φ60010ｍ343.04105.60237.44 4-68拆除砼管道 φ100010ｍ491.01151.80339.21 4-69管道砂垫层10m31654.19448.141170.9935.06 4-70管道3:7灰土垫层10m31991.631029.60838.45123.58 4-71管道乱石灌浆垫层10m32008.29826.321096.4785.50 4-72管道乱石干铺垫层10m31336.22621.06715.164-73管道碎石灌浆垫层10m31928.04699.601133.3395.11 4-74管道碎石干铺垫层10m31430.38567.60808.0054.78 4-75管道石屑垫层10m31095.44407.88652.5035.06 4-76管道砂砾石垫层10m31380.07580.80750.6348.64 4-77C15现浇砼平基10m34540.071760.882329.94449.25 4-78C15现浇砼管座10m34195.901257.302489.35449.25 4-79承插式陶土管φ15010ｍ193.5493.06100.484-80承插式陶土管φ20010ｍ271.7393.06178.674-81承插式陶土管φ25010ｍ337.56102.96234.604-82承插式陶土管φ30010ｍ430.13122.76307.374-83承插式陶土管φ40010ｍ686.93147.84539.094-84承插式陶土管φ50010ｍ899.10147.84751.264-85平接式砼管道φ400100ｍ1834.361727.22107.144-86平接式砼管道φ500100ｍ1852.881727.22125.664-87平接式砼管道φ600100ｍ3368.822045.34158.651164.83 4-88平接式砼管道φ700100ｍ3391.302045.34181.131164.83 4-89平接式砼管道φ800100ｍ3774.562250.60211.921312.04 4-90平接式砼管道φ900100ｍ4029.322250.60237.371541.35 4-91平接式砼管道φ1000100ｍ5371.282764.74261.962344.58 4-92承插式砼管道φ300100ｍ1107.491082.4025.094-93承插式砼管道φ400100ｍ1560.731516.6844.054-94承插式砼管道φ500100ｍ1707.971642.7465.234-95承插式砼管道φ600100ｍ3038.811782.6691.321164.83 4-96承插式砼管道φ800100ｍ3425.811980.66133.111312.04 4-97承插式砼管道φ1000100ｍ5154.082637.36172.142344.58 4-98M7.5砂浆砌砖直墙40X200cm内10m33342.311243.442098.874-99M7.5砂浆砌石直墙10m33139.651772.761366.894-100M7.5砂浆砌预制块直墙10m31545.411404.48140.934-101C204现浇砼直墙20cm内10m312538.994565.887701.01272.10 4-102C204现浇砼直墙>20cm10m311136.723703.927160.70272.10 4-103C204现浇砼台帽10m37050.423774.543063.34212.54 4-104砖墙面抹灰100m22082.141286.34614.20181.60 4-105石墙面抹灰100m22242.521446.72614.20181.60 4-106砖墙勾缝100m2684.18603.9061.0219.26 4-107石墙勾平缝100m2777.08586.74146.9143.43 4-108石墙勾凹缝100m21120.28929.94146.9143.43 4-109M7.5砂浆砌圆形砖井10m34845.871981.322738.65125.90 4-110M7.5砂浆砌矩形砖井10m34407.171657.922659.6789.58 4-111砖井勾缝100m2674.02603.9060.449.68 4-112砖井井壁抹灰100m22715.322022.24608.3484.74 4-113砖井井底抹灰100m22007.801314.72608.3484.74 4-114安装铸铁检查井井盖.井座10套6504.51475.206029.314-115安装砼检查井井盖.井座10套510.45430.9879.474-116安装铸铁雨水井井篦.座10套2792.42455.402337.024-117安装砼雨水井井篦.座10套539.49460.0279.474-118C302预制钢筋砼盖板10m35865.821973.402897.37995.05 4-119钢筋制作安装φ10内 ｔ5730.051089.664595.6444.75 4-120钢筋制作安装>φ10 ｔ5527.54895.624569.3662.56 4-121人工安装钢筋砼盖板10m32502.732033.46469.274-122起重机安装钢筋砼盖板10m32158.781170.18283.05705.55 4-123人力揭起钢筋砼盖板10m31728.541728.544-124机械揭起钢筋砼盖板10m31700.83995.28705.55 4-125拆除砖砌检查井4m内10m31267.201267.204-126拆除砖砌雨水斗3m内10m31003.861003.864-127拆除石砌检查井4m内10m31381.381381.384-128拆除石砌雨水斗3m内10m31103.521103.524-129修换铸铁井盖10个6462.67102.966100.00259.71。
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01-1-1平房拆除 预制板顶1.5砖墙内m266.3366.33 01-1-2平房拆除 预制板顶2砖墙m269.5069.50 01-1-3平房拆除 现浇板顶1.5砖墙内m279.2079.20 01-1-4平房拆除 现浇板顶2砖墙m281.3181.31 01-1-5平房拆除 加气砼板顶1.5砖墙内m265.3465.34 01-1-6平房拆除 加气砼板顶2砖墙m266.8666.86 01-1-7平房拆除 瓦顶1.5砖墙内m245.6745.67 01-1-8平房拆除 瓦顶2砖墙m249.5049.50 01-1-9平房拆除 瓦顶空斗墙m229.7729.77 01-1-10平房拆除 轻型屋面m237.6937.69 01-1-11平房拆除 简易棚m215.5115.51 01-1-12拆除带泥背瓦屋面m2 5.35 5.35 01-1-13拆除石棉瓦.玻璃钢瓦屋面m2 2.84 2.84 01-1-14拆除镀锌瓦垄铁屋面m2 1.98 1.98 01-1-15拆除瓦条挂瓦屋面m2 3.70 3.70 01-1-16拆除人字屋架跨度6m内榀37.1637.16 01-1-17拆除人字屋架跨度8m内榀80.1280.12 01-1-18拆除人字屋架跨度12m内榀127.71127.71 01-1-19拆除木屋面板m2 2.77 2.77 01-1-20拆除挂瓦条m20.790.79 01-1-21拆除椽子根0.530.53 01-1-22拆除檩条根 3.96 3.96 01-1-23拆除屋面板油毡瓦条m2 3.17 3.17 01-1-24铲除屋面卷材防水层m2 4.42 4.42 01-1-25铲除屋面天沟.檐沟卷材防水层m2 5.74 5.74 01-1-26铲除屋面涂膜防水层m2 6.60 6.60 01-1-27铲除屋面天沟.檐沟涂膜防水层m28.588.58 01-1-28拆除屋面保温层m2 2.97 2.97 01-1-29拆除屋面砼隔热板m2 6.34 6.34 01-1-30拆除砖基础m366.5366.53 01-1-31拆除毛石基础m3103.88103.88 01-1-32拆除整砖墙m349.1749.17 01-1-33拆除方整石墙m355.3755.37 01-1-34拆除碎砖.乱石墙m331.3531.35 01-1-35拆除砌块墙m335.0535.05 01-1-36拆除空心斗墙.空花墙m321.6521.65 01-1-37拆除暖气沟.地垄墙m337.4237.42 01-1-38拆除零星砌体m362.8362.83 01-1-39拆除水泥砂浆楼地面m2 6.14 6.14 01-1-40拆除粘土砖.水泥花砖楼地面m2 5.68 5.68 01-1-41拆除缸砖.瓷砖.马赛克地面m223.7623.76 01-1-42拆除水磨石.大理石.花岗岩板地面m226.1426.14 01-1-43拆除塑料楼地面m2 2.05 2.05 01-1-44拆除玻璃制品楼地面(带龙骨)m2 5.68 5.68 01-1-45拆除木地板(带龙骨)m2 3.76 3.76 01-1-46拆除木地板m2 2.84 2.84 01-1-47拆除普通木门窗(1m2内)樘12.6112.6101-1-48拆除普通木门窗(3m2内)樘16.5016.5001-1-49拆除普通木门窗(>3m2)樘20.4620.4601-1-50拆除四面亮天窗座31.6831.6801-1-51拆除老虎窗座15.8415.8401-1-52拆除普通钢门窗(1m2内)樘13.0013.0001-1-53拆除普通钢门窗(3m2内)樘20.5920.5901-1-54拆除普通钢门窗(>3m2)樘27.0627.0601-1-55拆除铝合金门窗m28.518.5101-1-56拆除院墙.厂房钢大门樘97.9497.9401-1-57拆除钢栅m28.258.2501-1-58拆除灰土垫层m3134.51134.5101-1-59拆除碎砖.碎石垫层m3116.23116.2301-1-60拆除地瓜石垫层m3109.89109.8901-1-61拆除素砼地坪m3225.6296.29129.33 01-1-62拆除钢筋砼地坪m3314.68131.27183.41 01-1-63拆除钢筋砼m3457.68209.22248.46 01-1-64拆除预制楼板m3187.44187.4401-1-65拆除预制过梁m3221.76221.7601-1-66拆除地沟盖板m3100.52100.5201-1-67凿除砼保护层m219.8019.8001-1-68砼及水泥砂浆面凿毛m219.1419.1401-1-69拆除钢屋架ｔ520.15520.1501-1-70拆除钢梁.钢檩ｔ242.35242.3501-1-71拆除钢梯m279.2079.2001-1-72拆除钢栏杆m212.5412.5401-1-73拆除零星铁件ｔ895.62895.6201-1-74拆除木龙骨板条天棚m2 3.17 3.1701-1-75拆除木龙骨钢板网天棚m2 4.62 4.6201-1-76拆除木龙骨石膏板天棚m2 3.96 3.9601-1-77拆除木龙骨胶合板天棚m2 3.23 3.2301-1-78拆除金属龙骨铝合金板天棚m2 5.02 5.0201-1-79拆除金属龙骨石膏板天棚m2 4.29 4.2901-1-80拆除各种天棚面层m2 2.18 2.1801-1-81铲除天棚抹灰m2 3.43 3.4301-1-82拆除带木龙骨隔墙m2 3.83 3.8301-1-83拆除带金属龙骨隔墙m2 4.55 4.5501-1-84拆除轻质隔断m2 1.98 1.9801-1-85拆除预制水磨石隔断m29.509.5001-1-86拆除玻璃隔断m27.007.0001-1-87铲除白灰砂浆墙面m2 4.09 4.0901-1-88铲除水泥砂浆墙面m28.718.7101-1-89铲除水刷石.干粘石墙面m216.0416.0401-1-90铲除各种块料面层m223.1023.1001-1-91拆除花岗岩.大理石墙面m225.4825.4801-1-92铲除涂料m2 2.57 2.5701-1-93铲除壁纸.壁布m2 5.68 5.6801-1-94拆除木楼梯(含扶手)m226.4026.4001-1-95拆除木扶手ｍ0.860.8601-1-96拆除木墙裙m2 1.98 1.9801-1-97拆除筒子板m2 2.77 2.7701-1-98拆除木窗台板ｍ 2.31 2.3101-1-99拆除水磨石窗台板ｍ 5.35 5.3501-1-100拆除窗帘盒(带轨)ｍ 3.43 3.4301-1-101拆除各种装饰线条ｍ0.400.4001-1-102拆除独立烟囱(高10m内)座722.90722.9001-1-103拆除独立烟囱(高20m内)座1863.181863.1801-1-104拆除独立烟囱(高30m内)座2937.002937.0001-1-105拆除铸铁落水管(带水斗)ｍ 3.96 3.9601-1-106拆除白铁或塑料落水管(带水斗)ｍ 1.85 1.8501-1-107拆除水斗个11.4811.4801-1-108拆除白铁檐沟.斜沟ｍ 1.58 1.5801-1-109拆除铸铁下水口个17.8217.8201-1-110机械拆除砖木结构单层m211.0510.160.89 01-1-111机械拆除砖木结构多层(檐高12m内)m213.1112.01 1.10 01-1-112机械拆除砖混结构单层m2 5.64 3.96 1.68 01-1-113机械拆除砖混结构多层(三层内)m28.40 6.01 2.39 01-1-114机械拆除砖混结构多层(六层内)m227.57 6.0121.56 01-1-115机械拆除三层内基础m210.18 3.30 6.88 01-1-116机械拆除六层内带形基础m222.8911.8111.08 01-1-117机械拆除六层内满堂基础m225.5713.8611.71 01-1-118机械拆除砼基础m350.2825.3424.94 01-1-119机械拆除砼垫层.地面m317.708.589.12 01-1-120机械拆除灰土垫层m325.90 4.8821.02 01-1-121机械拆除单层钢筋砼m327.9819.018.97 01-1-122机械拆除三层内钢筋砼m339.1628.5110.65 01-1-123机械拆除六层内钢筋砼m3129.9538.0291.93 01-1-124机械拆除单层砖砌体m39.77 3.70 6.07 01-1-125机械拆除三层内砖砌体m313.93 5.548.39 01-1-126机械拆除六层内砖砌体m353.267.3945.87 01-1-127机械拆除其他砌体m337.39 5.9431.45 01-1-128爆破拆除砖砌体10m32243.00814.441125.71302.85 01-1-129爆破拆除0.5m厚石砌体10m32133.20760.98881.28490.94 01-1-130爆破拆除0.8m厚石砌体10m31636.03623.04591.98421.01 01-1-131爆破拆除0.5m厚砼10m32377.63863.94940.24573.45 01-1-132爆破拆除0.8m厚砼10m31655.39598.62600.79455.98 01-1-133爆破拆除0.5m厚钢筋砼10m34133.931388.641114.721630.57 01-1-134爆破拆除0.8m厚钢筋砼10m32924.211098.24702.321123.65 01-1-135爆破拆除0.5m厚加密钢筋砼10m38597.363050.521465.874080.97 01-1-136爆破拆除0.8m厚加密钢筋砼10m35900.642148.30910.112842.23 01-1-137爆破拆除砼路面.地坪h0.4m10m32443.91968.88696.84778.19 01-1-138爆破拆除钢筋砼路面.地坪h0.4m10m33770.171426.92786.861556.39 01-1-139爆破拆除加密钢筋砼路面地坪h0.4m10m36411.272343.00953.743114.53 01-1-140爆破拆除砼路面.地坪h0.5m10m32080.27829.62547.59703.06 01-1-141爆破拆除钢筋砼路面.地坪h0.5m10m33279.561243.44630.201405.9201-1-142爆破拆除加密钢筋砼路面地坪h0.5m10m35659.882071.08781.742807.06 01-1-143爆破拆除砼路面.地坪h0.7m10m31442.48594.00361.89486.59 01-1-144爆破拆除钢筋砼路面.地坪h0.7m10m32279.89881.10423.22975.57 01-1-145爆破拆除加密钢筋砼路面地坪h0.7m10m33938.301456.62532.721948.96 01-1-146爆破拆除砼路面.地坪h0.8m10m31395.44599.94283.07512.43 01-1-147爆破拆除钢筋砼路面.地坪h0.8m10m32270.27900.90346.691022.68 01-1-148爆破拆除加密钢筋砼路面地坪h0.8m10m34094.811505.46541.812047.54 01-1-149爆破拆除0.37m厚砖墙10m34810.181682.342499.16628.68 01-1-150爆破拆除0.50m厚砖墙10m33095.971103.521549.57442.88 01-1-151爆破拆除0.63m厚砖墙10m31835.34689.70877.26268.38 01-1-152爆破拆除0.75m厚砖墙10m31409.54568.92636.35204.27 01-1-153爆破拆除0.20m厚钢筋砼墙10m318708.605370.429252.234085.95 01-1-154爆破拆除0.30m厚钢筋砼墙10m39511.523347.524268.101895.90 01-1-155爆破拆除0.40m厚钢筋砼墙10m35691.062104.742283.761302.56 01-1-156爆破拆除0.50m厚钢筋砼墙10m33719.191411.081431.12876.99 01-1-157爆破拆除0.20m厚加密钢筋砼墙10m326407.669043.325995.4011368.94 01-1-158爆破拆除0.30m厚加密钢筋砼墙10m318788.896923.403529.008336.49 01-1-159爆破拆除0.40m厚加密钢筋砼墙10m311523.514243.142068.385211.99 01-1-160爆破拆除0.50m厚加密钢筋砼墙10m37800.932899.381394.033507.52 01-1-161爆破拆除0.50m厚砌石10m34563.341750.321525.991287.03 01-1-162爆破拆除0.70m厚砌石10m32719.751160.94818.89739.92 01-1-163爆破拆除0.14m2砖柱10m34285.921271.822770.93243.17 01-1-164爆破拆除0.25m2砖柱10m32838.86809.821873.01156.03 01-1-165爆破拆除0.35m2砖柱10m32161.12628.321422.83109.97 01-1-166爆破拆除0.49m2砖柱10m31803.13591.361124.6387.14 01-1-167爆破拆除0.64m2砖柱10m31353.32328.68955.9668.68 01-1-168爆破拆除0.81m2砖柱10m31181.62290.40836.0355.19 01-1-169爆破拆除1.00m2砖柱10m31043.77265.32732.6045.85 01-1-170爆破拆除0.25m2块石柱10m33272.59900.901917.89453.80 01-1-171爆破拆除0.36m2块石柱10m32102.14300.301458.77343.07 01-1-172爆破拆除0.49m2块石柱10m32048.56629.641153.16265.76 01-1-173爆破拆除0.69m2块石柱10m31619.50413.82991.80213.88 01-1-174爆破拆除0.81m2块石柱10m31393.81362.34854.95176.52 01-1-175爆破拆除1.00m2块石柱10m31221.61324.06751.85145.70 01-1-176爆破拆除0.10m2钢筋砼梁.柱10m310332.163217.505067.122047.54 01-1-177爆破拆除0.15m2钢筋砼梁.柱10m315833.611884.303136.1010813.21 01-1-178爆破拆除0.25m2钢筋砼梁.柱10m34237.891289.642094.93853.32 01-1-179爆破拆除0.35m2钢筋砼梁.柱10m33280.771013.761618.01649.00 01-1-180爆破拆除0.50m2钢筋砼梁.柱10m32482.79786.061231.20465.53 01-1-181爆破拆除0.70m2钢筋砼梁.柱10m31781.74484.44972.91324.39 01-1-182爆破拆除≥1.00m2钢筋砼梁.柱10m31428.60397.98781.36249.26 01-1-183爆破拆除0.10m2加密钢筋砼梁.柱10m313794.324423.325278.094092.91 01-1-184爆破拆除0.15m2加密钢筋砼梁.柱10m38288.642528.463270.572489.61 01-1-185爆破拆除0.25m2加密钢筋砼梁.柱10m35782.921826.222193.601763.10 01-1-186爆破拆除0.35m2加密钢筋砼梁.柱10m34445.371415.701694.321335.35 01-1-187爆破拆除0.50m2加密钢筋砼梁.柱10m33309.711071.841287.93949.94 01-1-188爆破拆除0.70m2加密钢筋砼梁.柱10m32361.72683.761015.06662.9001-1-189爆破拆除≥1.00m2加密钢筋砼梁.柱10m31886.27555.06816.39514.82 01-1-190爆破拆除b=0.37m砖烟囱.水塔10m37574.312323.864415.32835.13 01-1-191爆破拆除b=0.50m砖烟囱.水塔10m34277.581405.802374.13497.65 01-1-192爆破拆除b=0.63m砖烟囱.水塔10m33153.911119.361685.98348.57 01-1-193爆破拆除b=0.75m砖烟囱.水塔10m32189.52732.601229.83227.09 01-1-194爆破拆除b=0.89m砖烟囱.水塔10m31695.23585.42940.09169.72 01-1-195爆破拆除b=1.01m砖烟囱.水塔10m31401.28489.06784.00128.22 01-1-196爆破拆除b=1.14m砖烟囱.水塔10m31185.05429.66661.2994.10 01-1-197爆破拆除b=0.20m钢筋砼烟囱.水塔10m330677.1710886.707577.7612212.71 01-1-198爆破拆除b=0.30m钢筋砼烟囱.水塔10m318774.066590.104129.738054.23 01-1-199爆破拆除b=0.40m钢筋砼烟囱.水塔10m312893.304526.282691.685675.34 01-1-200爆破拆除b=0.50m钢筋砼烟囱.水塔10m39727.333428.701947.334351.30 01-1-201爆破拆除b=0.60m钢筋砼烟囱.水塔10m37489.872669.701489.173331.00 01-1-202爆破拆除b=0.70m钢筋砼烟囱.水塔10m35837.982011.681193.382632.92 01-1-203预裂切割爆破b=0.20m砼10m24453.661376.102367.55710.01 01-1-204预裂切割爆破b=0.30m砼10m22922.95934.561395.85592.54 01-1-205预裂切割爆破b=0.40m砼10m22060.03680.46954.00425.57 01-1-206预裂切割爆破b=0.50m砼10m21665.85566.94720.45378.46 01-1-207预裂切割爆破b=0.70m砼10m21448.56508.20535.85404.51 01-1-208预裂切割爆破b=1.00m砼10m21294.08471.24397.27425.57 01-1-209预裂切割爆破b=0.20m钢筋砼10m25638.111775.402440.501422.21 01-1-210预裂切割爆破b=0.30m钢筋砼10m23905.101267.201453.231184.67 01-1-211预裂切割爆破b=0.40m钢筋砼10m22770.89920.04997.53853.32 01-1-212预裂切割爆破b=0.50m钢筋砼10m22296.31780.12759.27756.92 01-1-213预裂切割爆破b=0.70m钢筋砼10m22129.40741.18577.03811.19 01-1-214预裂切割爆破b=1.00m钢筋砼10m22004.49710.82440.35853.32 01-1-215预裂切割爆破b=0.50m毛石砼10m21964.70666.60741.65556.45 01-1-216预裂切割爆破b=0.70m毛石砼10m21791.92620.40574.91596.61 01-1-217预裂切割爆破b=1.00m毛石砼10m21642.14583.44431.68627.02 01-1-218破碎剂破岩 松石10m33909.301531.20812.051566.05 01-1-219破碎剂破岩 坚石10m34004.351687.62547.251769.48 01-1-220破碎剂胀裂b=0.20m砼10m38078.344309.141011.802757.40 01-1-221破碎剂胀裂b=0.40m砼10m35420.082462.46792.762164.86 01-1-222破碎剂胀裂b=0.60m砼10m35152.732178.66797.272176.80 01-1-223破碎剂胀裂b=0.80m砼10m34379.761828.20682.871868.69 01-1-224破碎剂胀裂b=1.00m砼10m33702.791531.20580.181591.41 01-1-225破碎剂胀裂b=0.20m钢筋砼10m316912.117997.221698.367216.53 01-1-226破碎剂胀裂b=0.40m钢筋砼10m313176.125358.541489.556328.03 01-1-227破碎剂胀裂b=0.60m钢筋砼10m310768.484193.641252.995321.85 01-1-228破碎剂胀裂b=0.80m钢筋砼10m38791.623387.121030.204374.30 01-1-229破碎剂胀裂b=1.00m钢筋砼10m37452.242843.28899.953709.01 01-1-230平基石方控制爆破 松石10m3418.18149.03205.5263.63 01-1-231平基石方控制爆破 坚石10m3728.05218.86332.61176.58 01-1-232基坑>20m2 石方控制爆破 松石10m3526.95182.75229.52114.68 01-1-233基坑>20m2 石方控制爆破 坚石10m31202.22353.17458.90390.15 01-1-234基坑4-20m2 石方控制爆破 松石10m3696.67213.64331.63151.40 01-1-235基坑4-20m2 石方控制爆破 坚石10m31618.45444.77652.42521.2601-1-236基坑<4m2 石方控制爆破 松石10m31268.15326.30682.79259.06 01-1-237基坑<4m2 石方控制爆破 坚石10m32938.01710.891340.47886.65 01-1-238沟槽b=1-4m 石方控制爆破 松石10m3698.43212.59340.40145.44 01-1-239沟槽b=1-4m 石方控制爆破 坚石10m31158.96311.59496.53350.84 01-1-240沟槽b<1m 石方控制爆破 松石10m32411.11529.521395.26486.33 01-1-241沟槽b<1m 石方控制爆破 坚石10m34156.02972.182003.461180.38 01-2-1人工挖沟槽(普通土)m322.7022.7001-2-2人工挖沟槽(坚土)m345.8745.8701-2-3人工挖地坑(普通土)m324.2924.2901-2-4人工挖地坑(坚土)m351.0851.0801-2-5人工挖土方(普通土)m315.1815.1801-2-6人工挖土方(坚土)m335.9035.9001-2-7人工挖淤泥.流沙m391.0891.0801-2-8槽.坑凿石(松石)m380.5280.5201-2-9槽.坑凿石(坚石)m3234.96234.9601-2-10凿石方(松石)m348.8448.8401-2-11凿石方(坚石)m3110.22110.2201-2-123:7灰土夯实m3192.70110.2281.27 1.21 01-2-132:8灰土夯实m3181.27110.2269.84 1.21 01-2-14零星灰土夯实m3229.11147.8481.2701-2-15素土夯实m333.5532.34 1.21 01-2-16原土打夯m2 1.020.660.36 01-2-17基底钎探眼9.179.1701-2-18钎探灌砂眼 2.47 1.45 1.0201-2-19平整场地m2 5.28 5.2801-2-20竣工清理m3 1.12 1.1201-3-1M2.5混浆砖基础m3285.4886.46199.0201-3-2M5.0砂浆砖基础m3285.3486.46198.8801-3-3M7.5砂浆砖基础m3288.0486.46201.5801-3-4M10 砂浆砖基础m3290.3086.46203.8401-3-5M10 砂浆烟囱.水塔砖基础m3300.8697.02203.8401-3-6M10 砂浆烟囱.水塔毛石基础m3210.2487.78122.4601-3-7M5.0砂浆烟囱.水塔毛石基础m3206.3591.08115.2701-3-81/2砖墙拆砌m250.6326.6623.620.35 01-3-91砖外墙拆砌m298.9947.9250.200.87 01-3-101砖内墙拆砌m294.0144.4248.740.85 01-3-11 1.5砖外墙拆砌m2147.7770.2976.09 1.39 01-3-12 1.5砖内墙拆砌m2141.5766.0774.15 1.35 01-3-132砖外墙拆砌m2196.6092.40102.30 1.90 01-3-142砖内墙拆砌m2189.7888.6499.28 1.86 01-3-15M5.0混浆零星砌体拆砌m3451.21244.79202.58 3.84 01-3-16M10 砂浆零星砌体拆砌m3536.58326.37206.37 3.84 01-3-17砖外墙剔砌碱砖m268.7240.4627.710.55 01-3-18砖内墙剔砌碱砖m281.0652.2728.240.55 01-3-19M5.0混浆砖墙掏砌碱砖m3524.84317.39203.52 3.93 01-3-20M10 混浆砖墙掏砌碱砖m3557.74346.43207.38 3.93 01-3-21门口掏砌(1砖墙)m2104.5157.2246.610.6801-3-22门口掏砌(1.5砖墙)m2154.5284.7468.860.92 01-3-23门口掏砌(2砖墙)m2206.01110.8893.86 1.27 01-3-24窗口掏砌(1砖墙)m2168.5174.6592.69 1.17 01-3-25窗口掏砌(1.5砖墙)m2250.23111.61136.99 1.63 01-3-26窗口掏砌(2砖墙)m2337.26148.24186.73 2.29 01-3-271/4砖墙砌筑m222.8811.7511.040.09 01-3-281/2砖墙砌筑m241.9118.3523.240.32 01-3-293/4砖外墙砌筑m267.2629.7736.900.59 01-3-303/4砖内墙砌筑m264.7428.1236.050.57 01-3-311砖外墙砌筑m281.9931.9449.260.79 01-3-321砖内墙砌筑m279.2130.6247.820.77 01-3-333/2砖外墙砌筑m2122.7246.8674.60 1.26 01-3-343/2砖内墙砌筑m2119.4645.5472.70 1.22 01-3-352砖外墙砌筑m2163.5761.58100.25 1.74 01-3-362砖内墙砌筑m2160.0961.1297.29 1.68 01-3-37弧形砖墙另加工料m315.0112.01 3.0001-3-38一斗一卧空斗墙砌筑m3238.9883.89153.19 1.90 01-3-39砌块墙砌筑m3262.7293.85167.930.94 01-3-40斗砌空心砖墙m3231.76115.37114.86 1.53 01-3-41卧砌空心砖墙m3227.64102.96122.06 2.62 01-3-4290厚 煤矸石多孔砖墙砌筑m3430.09127.38299.88 2.83 01-3-43140厚煤矸石多孔砖墙砌筑m3318.54110.48205.31 2.75 01-3-44190厚煤矸石多孔砖墙砌筑m3272.29100.45169.09 2.75 01-3-45240厚煤矸石多孔砖墙砌筑m3341.0698.67239.18 3.21 01-3-46290厚煤矸石多孔砖墙砌筑m3302.4089.83209.44 3.13 01-3-47340厚煤矸石多孔砖墙砌筑m3267.9280.85184.00 3.07 01-3-48方形砖柱砌筑m3404.83195.29206.06 3.48 01-3-49异形砖柱砌筑m3472.32200.51267.80 4.01 01-3-50砖平拱m3513.97217.80292.12 4.05 01-3-51砖拱m3586.51310.20272.83 3.48 01-3-52零星砌体m3376.84181.30192.55 2.99 01-3-53池槽砌筑m3408.39198.66206.38 3.35 01-3-54砖砌地沟m3316.31112.20200.87 3.24 01-3-55毛石墙砌筑(直形)m3262.93131.60125.75 5.58 01-3-56毛石墙砌筑(弧形)m3276.39143.62127.08 5.69 01-3-57毛石挡土墙m3241.29109.96125.75 5.58 01-3-58浆砌毛石护坡墙m3259.15118.21134.83 6.11 01-3-59干砌毛石护坡墙m3173.8279.9393.8901-3-60砖独立烟囱20m内m3467.94234.30230.21 3.43 01-3-61砖独立烟囱40m内m3411.92182.23226.08 3.61 01-3-62烟囱内衬 机砖m3381.92189.62192.3001-3-63烟囱内衬 耐火砖m31033.41211.53821.8801-3-64烟囱及锅炉底座砌筑 机砖m3347.42119.39228.0301-3-65烟囱及锅炉底座砌筑 耐火砖m3976.97138.53838.4401-4-1砼基础垫层木模板10m2335.02112.46216.91 5.65 01-4-2毛石砼带型基础组合钢模钢支撑10m2445.22219.78207.7517.69 01-4-3毛石砼带型基础组合钢模木支撑10m2418.79219.78182.3016.7101-4-4毛石砼带型基础竹胶板模钢支撑10m2296.19155.50131.569.13 01-4-5毛石砼带型基础竹胶板模木支撑10m2263.42151.07106.10 6.25 01-4-6砼带型基础组合钢模钢支撑10m2466.83220.77225.5220.54 01-4-7砼带型基础组合钢模木支撑10m2409.12222.68168.7917.65 01-4-8砼带型基础竹胶板模钢支撑10m2318.02152.72153.7911.51 01-4-9砼带型基础竹胶板模木支撑10m2288.63151.80129.177.66 01-4-10毛石砼独立基础组合钢模木支撑10m2438.55211.99209.8016.76 01-4-11毛石砼独立基础竹胶板模木支撑10m2297.81153.52137.99 6.30 01-4-12砼独立基础组合钢模木支撑10m2451.28212.52221.4917.27 01-4-13砼独立基础竹胶板模木支撑10m2307.28154.11146.37 6.80 01-4-14杯形基础组合钢模钢支撑10m2483.20254.63205.3523.22 01-4-15杯形基础组合钢模木支撑10m2514.87257.73238.6318.51 01-4-16杯形基础竹胶板模钢支撑10m2308.55166.32128.3813.85 01-4-17杯形基础竹胶板模木支撑10m2333.60168.37157.048.19 01-4-18设备基础(5m3内)组合钢模钢支撑10m2476.57304.52151.9920.06 01-4-19设备基础(5m3内)组合钢模木支撑10m2514.80302.68195.4416.68 01-4-20设备基础(5m3内)竹胶板模钢支撑10m2292.01213.1868.859.98 01-4-21设备基础(5m3内)竹胶板模木支撑10m2331.14212.72112.29 6.13 01-4-22设备基础(20m3内)组合钢模钢支撑10m2465.22274.89170.2920.04 01-4-23设备基础(20m3内)组合钢模木支撑10m2446.74278.19150.4118.14 01-4-24设备基础(20m3内)竹胶板模钢支撑10m2308.45199.1295.5713.76 01-4-25设备基础(20m3内)竹胶板模木支撑10m2278.33200.5773.51 4.25 01-4-26矩形柱组合钢模钢支撑10m2514.07318.85167.9827.24 01-4-27矩形柱组合钢模木支撑10m2526.61317.92190.0118.68 01-4-28矩形柱竹胶板模钢支撑10m2308.79222.0970.0716.63 01-4-29矩形柱竹胶板模木支撑10m2316.69218.4692.10 6.13 01-4-30异形柱组合钢模钢支撑10m2661.23498.96134.0328.24 01-4-31异形柱组合钢模木支撑10m2731.85496.98216.2118.66 01-4-32异形柱竹胶板模钢支撑10m2364.77290.6656.5017.61 01-4-33异形柱竹胶板模木支撑10m2433.86288.09138.697.08 01-4-34圆形柱木模板木支撑10m2841.97467.48356.4418.05 01-4-35圆形柱竹胶板模木支撑10m2373.27236.74129.92 6.61 01-4-36构造柱组合钢模钢支撑10m2735.77389.93322.0523.79 01-4-37构造柱组合钢模木支撑10m2830.78393.62413.4723.69 01-4-38基础梁组合钢模钢支撑10m2431.70252.71162.7216.27 01-4-39基础梁组合钢模木支撑10m2495.40253.84225.8115.75 01-4-40基础梁竹胶板模钢支撑10m2273.86181.6387.88 4.35 01-4-41基础梁竹胶板模木支撑10m2342.44184.73150.557.16 01-4-42单梁.连续梁组合钢模钢支撑10m2540.10353.83169.6216.65 01-4-43单梁.连续梁组合钢模木支撑10m2614.52355.67235.0523.80 01-4-44单梁.连续梁竹胶板模钢支撑10m2364.89245.6595.3623.88 01-4-45单梁.连续梁竹胶板模木支撑10m2432.92283.80142.43 6.69 01-4-46过梁组合钢模木支撑10m2730.01458.77250.9720.27 01-4-47过梁竹胶板模钢支撑10m2492.35317.46168.45 6.44 01-4-48拱形梁木模板木支撑10m2963.90504.77435.2123.92 01-4-49拱形梁竹胶板模木支撑10m2430.89280.90148.90 1.09 01-4-50异形梁木模板木支撑10m2737.22409.73310.3317.1601-4-51异形梁竹胶板模木支撑10m2514.83320.23182.3312.27 01-4-52直形圈梁组合钢模木支撑10m2444.28285.32148.0010.96 01-4-53直形圈梁竹胶板模木支撑10m2288.01186.7899.81 1.42 01-4-54弧形圈梁木模板木支撑10m2830.80475.20341.3414.26 01-4-55弧形圈梁竹胶板模木支撑10m2305.15242.4860.78 1.89 01-4-56直形墙组合钢模钢支撑10m2354.21198.73136.9018.58 01-4-57直形墙组合钢模木支撑10m2471.00202.16248.4320.41 01-4-58直形墙竹胶板模钢支撑10m2207.20131.6063.8011.80 01-4-59直形墙竹胶板模木支撑10m2312.43131.67173.687.08 01-4-60圆弧墙木模板木支撑10m2579.59267.96301.819.82 01-4-61圆弧墙竹胶板模木支撑10m2298.94154.57141.07 3.30 01-4-62有梁板组合钢模钢支撑10m2480.71277.86171.3631.49 01-4-63有梁板组合钢模木支撑10m2562.61285.71254.7422.16 01-4-64有梁板竹胶板模钢支撑10m2318.23205.3394.2518.65 01-4-65有梁板竹胶板模木支撑10m2401.52213.64177.6310.25 01-4-66无梁板组合钢模钢支撑10m2426.55232.98171.0122.56 01-4-67无梁板组合钢模木支撑10m2476.57232.98224.4119.18 01-4-68无梁板竹胶板模钢支撑10m2274.59183.2879.8511.46 01-4-69无梁板竹胶板模木支撑10m2325.68183.88133.258.55 01-4-70平板组合钢模钢支撑10m2384.04217.14140.9725.93 01-4-71平板组合钢模木支撑10m2472.22218.46231.7222.04 01-4-72平板竹胶板模钢支撑10m2271.55183.2273.4814.85 01-4-73平板竹胶板模木支撑10m2359.53184.34164.2210.97 01-4-74直形楼梯木模板木支撑10m21447.01868.03541.1737.81 01-4-75圆弧形楼梯木模板木支撑10m21836.621156.12636.2644.24 01-4-76直形悬挑板(阳台.雨篷)木模木支撑10m21132.92605.62489.0338.27 01-4-77弧形悬挑板(阳台.雨篷)木模木支撑10m21286.00660.86598.3026.84 01-4-78台阶木模板木支撑10m2312.38191.66115.43 5.29 01-4-79栏板木模板木支撑10m2640.28212.92415.2812.08 01-4-80门框木模板木支撑10m2579.57285.05280.0914.43 01-4-81暖气沟.电缆沟木模板木支撑10m2521.67198.20314.518.96 01-4-82挑檐.天沟木模板木支撑10m2611.81398.38198.1315.30 01-4-83小型构件木模板木支撑10m2735.30359.96357.4517.89 01-4-84压顶木模板木支撑10m2574.32373.23192.958.14 01-4-85扶手木模板木支撑10ｍ300.49177.61115.077.81 01-4-86小型池槽木模板木支撑10m36922.934109.952593.19219.79 01-4-87堵板缝钢模板ｍ26.9923.10 2.00 1.89 01-4-88预制板补缝木模板ｍ20.0013.20 5.38 1.42 01-4-89折板补缝木模板ｍ29.8419.80 2.967.08 01-4-90接头灌缝钢模板ｍ12.009.90 1.160.94 01-4-91接头灌缝木模板ｍ16.64 6.60 2.967.08 01-4-92沟盖板钢模板m224.809.2410.84 4.72 01-4-93沟盖板木模板m224.189.2412.58 2.36 01-4-94圆形拱跨度1.5m内木模板个314.20145.86144.2824.06 01-4-95圆形拱跨度3m内木模板个627.11291.72287.7347.66 01-4-96半圆形拱跨度1.5m内木模板个156.6174.5869.7612.27 01-4-97半圆形拱跨度3m内木模板个317.12149.16143.9024.0601-4-98抗震加固砼角柱钢模板m259.2353.46 4.35 1.42 01-4-99抗震加固砼角柱木模板m279.6353.4622.40 3.77 01-4-100抗震加固砼壁柱钢模板m251.3342.24 6.73 2.36 01-4-101抗震加固砼壁柱木模板m279.5842.2431.68 5.66 01-4-102抗震加固砼外跨圈梁钢模板m2128.52120.12 6.51 1.89 01-4-103抗震加固砼外跨圈梁木模板m2149.29120.1224.92 4.25 01-4-104抗震加固砖柱外包砼钢模板m274.0362.708.50 2.83 01-4-105抗震加固砖柱外包砼木模板m2115.0662.7044.817.55 01-4-106抗震加固砖墙外包砼钢模板m262.9453.467.59 1.89 01-4-107抗震加固砖墙外包砼木模板m279.5053.4622.27 3.77 01-4-108抗震加固门窗间墙外包砼木模板m2122.0396.3621.90 3.77 01-4-109抗震加固烟囱水塔外包砼木模板m2159.29102.3048.978.02 01-4-110基础竹(胶)模板制作10m2876.5291.74781.65 3.13 01-4-111柱竹(胶)模板制作10m2904.6093.65807.66 3.29 01-4-112构造柱竹(胶)模板制作10m21041.63133.32903.90 4.41 01-4-113梁竹(胶)模板制作10m21027.16160.38862.18 4.60 01-4-114墙竹(胶)模板制作10m2821.6165.14753.92 2.55 01-4-115板竹(胶)模板制作10m2888.63188.50695.72 4.41 01-4-116柱支撑高度超3.6m钢支撑每增1m10m230.2625.21 4.570.48 01-4-117柱支撑高度超3.6m木支撑每增1m10m234.7725.219.090.47 01-4-118梁支撑高度超3.6m钢支撑每增1m10m256.4746.13 6.54 3.80 01-4-119梁支撑高度超3.6m木支撑每增1m10m285.4459.4023.93 2.11 01-4-120墙支撑高度超3.6m钢支撑每增1m10m217.3415.25 1.140.95 01-4-121墙支撑高度超3.6m木支撑每增1m10m223.2315.257.510.47 01-4-122板支撑高度超3.6m钢支撑每增1m10m261.1452.67 5.62 2.85 01-4-123板支撑高度超3.6m木支撑每增1m10m290.2553.1334.76 2.36 01-4-124C204现浇毛石砼带形基础10m32430.73537.571887.64 5.52 01-4-125C204现浇砼带形基础10m36141.831084.715002.0255.10 01-4-126C204现浇毛石砼独立基础10m32445.40547.671892.21 5.52 01-4-127C204现浇砼独立基础10m35658.471091.184525.0642.23 01-4-128C254现浇砼杯形基础10m34355.09927.833400.9026.36 01-4-129C254现浇毛石砼设备基础10m32598.28548.532044.23 5.52 01-4-130C254现浇砼设备基础10m34638.33916.943693.5327.86 01-4-131二次灌浆 砼10m35547.673068.542479.1301-4-132二次灌浆 水泥砂浆10m35322.103068.542110.28143.28 01-4-133C254现浇砼矩形柱10m310522.982521.737884.52116.73 01-4-134C254现浇砼圆形柱10m311352.262572.228651.64128.40 01-4-135C254现浇砼异形柱10m311511.043011.588371.35128.11 01-4-136C253现浇砼构造柱10m313036.013170.449715.38150.19 01-4-137C253现浇砼基础梁10m39762.751827.417836.5298.82 01-4-138C253现浇砼单梁.连续梁10m34697.071278.753391.6226.70 01-4-139C253现浇砼异型梁10m310930.982198.068602.85130.07 01-4-140C253现浇砼圈梁10m311003.832849.028052.03102.78 01-4-141C253现浇砼过梁10m310018.042871.007048.4998.55 01-4-142C253现浇毛石砼墙10m33058.97987.032061.0510.89 01-4-143C253现浇砼墙10m38511.722161.836276.6873.21 01-4-144C253现浇弧形砼墙10m39083.292335.746668.3879.1701-4-145C252现浇砼有梁板10m39905.361919.817898.9186.64 01-4-146C252现浇砼无梁板10m36866.181403.825410.7651.60 01-4-147C252现浇砼平板10m37677.491597.206020.4859.81 01-4-148C252现浇砼斜板.折板10m37826.101675.746089.0961.27 01-4-149C202现浇直形楼梯100 无斜梁10m21000.78458.96530.8310.99 01-4-150C202现浇直形楼梯100 有斜梁10m21222.36559.68649.4913.19 01-4-151C202现浇旋转楼梯100 无斜梁10m21654.26555.651085.2113.40 01-4-152C202现浇旋转楼梯100 有斜梁10m22493.91869.881605.1918.84 01-4-153C202现浇楼梯板厚±1010m242.7519.3423.180.23 01-4-154C202现浇板式阳台10010m21430.88435.07986.749.07 01-4-155C202现浇有梁式阳台10010m21959.83602.321345.6111.90 01-4-156C202现浇雨篷8010m21312.85387.42917.278.16 01-4-157C202现浇阳台.雨篷板厚±1010m239.2717.6221.490.16 01-4-158C202现浇地沟.电缆沟10m38726.792408.216255.8262.76 01-4-159C202现浇砼栏板10m37782.413168.864590.9622.59 01-4-160C202现浇砼扶手10m39679.255065.704590.9622.59 01-4-161C202现浇砼门框10m38922.932516.986317.6588.30 01-4-162C202现浇砼小型构件10m310911.154010.166858.1242.87 01-4-163C202现浇砼挑檐.天沟10m37727.632761.904916.9348.80 01-4-164C202现浇砼台阶10m33553.771280.472250.7622.54 01-4-165C202现浇砼压顶10m37573.082488.995040.3543.74 01-4-166C202现浇砼小型池槽10m39603.773727.615840.3535.81 01-4-167C202现浇砼补板缝ｍ14.019.90 4.1101-4-168C202现浇砼接头灌缝ｍ22.4617.82 4.6401-4-169抗震加固砼 角柱m31558.99476.26988.7793.96 01-4-170抗震加固砼 壁柱m31534.78454.41984.7895.59 01-4-171抗震加固砼 外跨圈梁m31348.12405.70847.5194.91 01-4-172抗震加固砼 砖柱外包砼m31107.97412.24603.4792.26 01-4-173抗震加固砼 门窗套m31027.14338.91605.9682.27 01-4-174抗震加固砼 砖墙外包砼m3966.85287.10604.4775.28 01-4-175抗震加固砼 烟囱.水塔外包砼m31432.87400.49938.5093.88 01-4-176抗震加固砼 压浆锚杆根125.8919.1414.0892.67 01-4-177基础现场搅拌砼10m3285.84192.3935.9957.46 01-4-178墙.柱.梁.板现场搅拌砼10m3321.20192.3935.9992.82 01-4-179其他构件现场搅拌砼10m3375.72192.3935.99147.34 01-4-180场外集中搅拌砼50m3/h10m3269.7350.4222.00197.31 01-4-181场外集中搅拌砼25m3/h10m3344.7667.1922.00255.57 01-4-182砼运输车运输5km内10m3384.67384.67 01-4-183砼运输车运输每增1km10m353.9653.96 01-4-184机动翻斗车运砼1km内10m363.1063.10 01-4-185基础泵送砼 15m3/h10m3569.14379.5053.04136.60 01-4-186基础泵送砼 30m3/h10m3432.50314.1653.0465.30 01-4-187基础泵送砼 60m3/h10m3444.99314.1653.0477.79 01-4-188墙.柱.梁.板泵送砼 15m3/h10m3970.74754.3153.04163.39 01-4-189墙.柱.梁.板泵送砼 30m3/h10m3760.01628.3253.0478.65 01-4-190墙.柱.梁.板泵送砼 60m3/h10m3754.61607.2053.0494.37 01-4-191其他构件泵送砼 15m3/h10m31345.361128.9353.04163.3901-4-192其他构件泵送砼 30m3/h10m31113.50942.4853.04117.98 01-4-193其他构件泵送砼 60m3/h10m31134.52942.4853.04139.00 01-4-194铁件ｔ8323.732057.885846.24419.61 01-4-195砌体加固筋ｔ6297.811266.544709.46321.81 01-4-196墙面钉钢板网10m2235.1547.06188.0901-4-197墙面钉钢丝网10m2190.9847.06143.9201-4-198Ⅰ级钢筋调整ｔ5452.35777.484606.7068.17 01-4-199Ⅱ级钢筋调整ｔ5434.42655.384680.9798.07 01-4-200冷拔钢丝调整ｔ6441.241628.094766.7146.44 01-4-201植筋 φ6.510根26.6114.928.33 3.36 01-4-202植筋 φ810根34.0516.3713.52 4.16 01-4-203植筋 φ1010根46.5117.9523.35 5.21 01-4-204植筋 φ1210根54.8119.8028.76 6.25 01-4-205植筋 φ1410根72.3021.7843.287.24 01-4-206植筋 φ1610根88.3424.0256.048.28 01-4-207植筋 φ1810根111.4526.4075.749.31 01-4-208植筋 φ2010根134.5328.9795.2210.34 01-4-209植筋 φ2210根163.9331.94120.6111.38 01-4-210植筋 φ2510根205.9935.11158.2012.68 01-4-211植筋 φ2810根264.2138.68211.0414.49 01-4-212植筋 φ3010根307.8542.44249.8915.52 01-4-213植筋 φ3210根357.5446.73294.2616.55 01-4-214预制柱安装m3129.1657.4232.6039.14 01-4-215预制柱灌缝m324.2623.760.5001-4-216预制单梁安装m3311.28145.2017.91148.17 01-4-217预制连系梁安装m390.3836.968.5444.88 01-4-218预制空心板0.6m3内安装 焊接m384.7641.588.9334.25 01-4-219预制空心板1.2m3内安装 焊接m360.9333.00 4.3123.62 01-4-220预制空心板0.6m3内安装m356.8227.720.6428.46 01-4-221预制空心板1.2m3内安装m339.4119.140.6419.63 01-4-222预制梁安装灌缝m338.9721.1216.990.86 01-4-223预制空心板安装灌缝m3152.8181.1869.99 1.64 01-4-224其他构件0.5m3内汽车吊安装m361.7737.62 1.6022.55 01-4-225其他构件0.1m3内人力安装m356.1056.1001-4-226其他构件安装灌缝m373.4150.8222.270.32 01-4-227檩条安装m3184.4071.2830.3182.81 01-4-228檩条灌缝m343.3838.28 4.910.19 01-4-229地沟盖板及平板0.2m3内安装m385.6879.86 5.8201-4-230地沟盖板及平板0.3m3内安装m363.3059.40 3.9001-5-1型钢柱制作ｔ7808.311584.005081.241143.07 01-5-2焊管柱制作ｔ7905.231496.885265.281143.07 01-5-3普通屋架制作ｔ7289.261694.885144.18450.20 01-5-4轻型屋架制作ｔ7289.321821.605160.77306.95 01-5-5钢支撑制作ｔ7248.771663.205007.84577.73 01-5-6钢拉杆制作ｔ7210.131742.405160.78306.95 01-5-7角钢檩制作ｔ6322.931108.804993.32220.81 01-5-8槽钢檩制作ｔ6079.241108.804749.63220.8101-5-9板式钢梯制作ｔ8341.892494.805269.36577.73 01-5-10箅式钢梯制作ｔ7267.791869.124970.68427.99 01-5-11钢梯栏杆护身栏制作ｔ7180.741838.235060.50282.01 01-5-12屋架.梁.檩安装ｔ1223.521050.1982.3990.94 01-5-13钢柱安装ｔ795.79677.1666.1752.46 01-5-14钢拦护身栏安装ｔ811.46637.56152.9120.99 01-5-15支撑拉杆安装ｔ942.28776.1688.1777.95 01-5-16钢梯拼装ｔ551.34391.3875.0284.94 01-5-17抗震加固角钢圈梁制安ｔ8359.522265.125516.67577.73 01-5-18抗震加固槽钢圈梁制安ｔ7041.811754.285066.59220.94 01-5-19抗震加固柱间支撑制安ｔ8848.363127.085143.33577.95 01-5-20抗震加固屋盖支撑制安ｔ10467.724455.665434.11577.95 01-5-21抗震加固天窗支撑制安ｔ9283.673082.205623.52577.95 01-5-22抗震加固圆钢拉杆制安ｔ9267.623455.765504.91306.95 01-5-23抗震加固角钢抱柱制安ｔ9577.293104.645329.581143.07 01-5-24抗震加固屋架制安ｔ9715.754092.005316.80306.95 01-5-25抗震加固角钢护墙制安ｔ7838.472163.485271.89403.10 01-5-26抗震加固扁钢护墙制安ｔ7869.062158.205316.86394.00 01-5-27抗震加固环箍竖铁(30m内)制安ｔ11088.875544.005161.00383.87 01-5-28抗震加固环箍竖铁(>30m)制安ｔ12669.407128.005157.53383.87 01-6-1木屋架铁箍加固份26.237.9218.3101-6-2木屋架紧固螺栓根 2.64 2.6401-6-3木屋架绑铅丝道 6.28 3.96 2.3201-6-4屋架拆安(跨度6m内)榀95.0456.7638.2801-6-5屋架拆安(跨度10m内)榀201.04157.7443.3001-6-6屋架拆安(跨度>10m)榀447.55389.4058.1501-6-7砖墩接柱根45.5827.7217.8601-6-8接柱脚 高1/3内根96.2136.9659.2501-6-9接柱脚 高2/3内根153.5639.60113.9601-6-10换圆木柱根203.1451.02152.1201-6-11换方木柱根252.8147.52205.2901-6-12换柁份735.11178.20556.9101-6-13换檩木根147.8821.78126.1001-6-14檩找平整修根32.5311.8820.6501-6-15檩支斜撑份22.7110.5612.1501-6-16屋面望板补换m244.987.2637.7201-6-17油毡瓦条补换m219.04 4.6214.4201-6-18椽子拆钉根 2.85 2.640.2101-6-19博风板.封檐板修补ｍ29.35 6.6022.7501-6-20施工临时支撑根17.649.248.4001-6-21打牮拨正间134.06122.7611.3001-6-22圆木人字屋架制安(跨度6m内)榀725.50166.32559.1801-6-23圆木人字屋架制安(跨度8m内)榀1030.49221.76808.7301-6-24圆木人字屋架制安(跨度10m内)榀1422.00356.401065.6001-6-25圆木人字屋架制安(跨度12m内)榀2430.88554.401876.4801-6-26圆木人字屋架制安(跨度14m内)榀3156.55712.802443.7501-6-27圆木人字屋架制安(跨度16m内)榀3827.29831.602995.6901-6-28方木人字屋架制安(跨度6m内)榀721.77138.60583.1701-6-29方木人字屋架制安(跨度8m内)榀1244.50257.40987.1001-6-30方木人字屋架制安(跨度10m内)榀1898.16328.681569.4801-6-31方木人字屋架制安(跨度12m内)榀2519.36412.502106.8601-6-32方木人字屋架制安(跨度14m内)榀3474.37538.562935.8101-6-33方木人字屋架制安(跨度16m内)榀4318.56663.303655.2601-6-34钢木人字屋架制安(跨度6m内)榀709.90198.00511.9001-6-35钢木人字屋架制安(跨度8m内)榀1167.33300.96866.3701-6-36钢木人字屋架制安(跨度10m内)榀1634.55415.801218.7501-6-37钢木人字屋架制安(跨度12m内)榀2741.68566.282175.4001-6-38钢木人字屋架制安(跨度14m内)榀3522.45641.522880.9301-6-39钢木人字屋架制安(跨度16m内)榀4161.57819.723341.8501-6-40方木马尾屋架制安(跨度6m内)榀771.08170.28600.8001-6-41方木马尾屋架制安(跨度8m内)榀1312.78285.121027.6601-6-42方木马尾屋架制安(跨度10m内)榀2060.49388.081672.4101-6-43方木马尾屋架制安(跨度12m内)榀2885.80597.962287.8401-6-44方木马尾屋架制安(跨度14m内)榀3984.36728.643255.7201-6-45小型木屋架制安榀243.5839.60203.9801-6-46小型钢木屋架制安榀264.9031.68233.2201-6-47屋架钉风撑水平撑ｍ15.34 1.3214.0201-6-48圆木柱制安根188.5536.43152.1201-6-49方木柱制安根239.2833.99205.2901-6-50柁梁制安(跨度3m内)榀293.6679.20214.4601-6-51柁梁制安(跨度>3m)榀448.74118.80329.9401-6-52圆木檩条制安根125.4215.84109.5801-6-53方木檩条制安根104.6513.8690.7901-6-54圆木椽条制安φ6cm内ｍ10.79 2.977.8201-6-55圆木椽条制安φ8cm内ｍ16.78 3.3013.4801-6-56圆木椽条制安φ10cm内ｍ24.17 3.6320.5401-6-57方木椽条制安6X6cm内ｍ9.41 2.64 6.7701-6-58方木椽条制安8X8cm内ｍ14.55 2.6411.9101-6-59方木椽条制安10X10cm内ｍ21.26 2.6418.6201-6-60单钉望板制安m243.72 3.9639.7601-6-61望板铺油毡瓦条制安m260.23 6.6053.6301-6-62屋面板刨光m213.527.92 5.6001-6-63钉瓦条m216.77 3.3013.4701-6-64封檐板.博风板制安ｍ23.93 6.6017.3301-7-1合瓦.仰瓦灰梗屋面查补30%内m2 5.99 5.280.650.06 01-7-2合瓦.仰瓦灰梗屋面查补60%内m212.9311.22 1.590.12 01-7-3合瓦.仰瓦灰梗屋面查补>60%m221.0618.48 2.390.19 01-7-4筒瓦屋面查补30%内m27.397.260.070.06 01-7-5筒瓦屋面查补60%内m220.9219.14 1.650.13 01-7-6筒瓦屋面查补>60%m234.3631.68 2.480.20 01-7-7合瓦揭盖瓦m249.1542.90 5.950.30 01-7-8滑秸泥拍砂补衬泥背m216.469.90 6.5601-7-9掺灰泥补衬泥背m213.098.58 4.5101-7-10青灰顶查补苫背m229.7424.42 4.920.4001-7-11青灰顶查补锯缝ｍ16.2715.18 1.010.08 01-7-12干岔瓦抽换瓦件块 4.15 1.52 2.6301-7-13水泥瓦抽换瓦件块 4.25 1.52 2.7301-7-14石棉瓦抽换瓦件块26.8915.1811.7101-7-15玻璃钢瓦抽换瓦件块110.0915.1894.9101-7-16瓦垄铁抽换瓦件块95.1710.5684.6101-7-17粘土瓦抽换瓦件块 2.78 1.52 1.2601-7-18清垄拔草m20.790.7901-7-19修补檐头ｍ20.439.9010.500.03 01-7-20脊瓦查补ｍ 4.84 4.550.270.02 01-7-21整修檐头ｍ39.1138.210.830.07 01-7-22堵抹燕窝椽档ｍ9.778.38 1.300.09 01-7-23瓦头修补个 3.18 3.040.130.01 01-7-24包和尚头个 1.52 1.250.250.02 01-7-25新开沟嘴个20.7516.04 4.610.10 01-7-26楼房水落管疏通ｍ0.790.7901-7-27平房水落管疏通ｍ0.260.2601-7-28楼房疏通烟囱ｍ18.6118.6101-7-29平房疏通烟囱ｍ9.319.3101-7-30合瓦顶屋面挑顶m2179.2581.6497.220.39 01-7-31干岔瓦顶屋面挑顶m2166.9159.53107.310.07 01-7-32青灰顶屋面挑顶m275.8242.9032.850.07 01-7-33水泥瓦顶屋面挑顶m219.317.9211.3901-7-34仰瓦灰梗屋面挑顶m2168.2657.42110.270.57 01-7-35旧式瓦顶改挂水泥瓦m263.0015.8447.030.13 01-7-36旧式瓦顶改水泥瓦顶瓦笆泥m2182.1733.00149.040.13 01-7-37旧式瓦顶改水泥瓦顶苇箔泥m2106.5428.3878.030.13 01-7-38旧式瓦顶改水泥瓦顶泥背不动m269.5516.5052.920.13 01-7-39揭挂瓦顶边梢ｍ74.5848.1125.670.80 01-7-40揭挂灰顶边梢ｍ30.2524.49 5.500.26 01-7-41揭挂灰背檐头ｍ91.7528.7862.380.59 01-7-42揭挂合瓦檐头ｍ184.50100.9883.170.35 01-7-43揭挂筒瓦檐头ｍ127.3166.0060.940.37 01-7-44改水泥瓦檐头ｍ132.7950.4281.29 1.08 01-7-45改灰背檐头ｍ75.3538.9435.30 1.11 01-7-46水泥瓦干挂屋面m260.3355.44 4.8901-7-47水泥瓦席箔泥屋面m252.4915.2537.2401-7-48水泥脊瓦ｍ8.16 3.96 4.190.01 01-7-49木檩上小波石棉瓦屋面m221.04 3.9617.0801-7-50钢檩上小波石棉瓦屋面m226.66 5.9420.7201-7-51砼檩上小波石棉瓦屋面m228.01 5.9422.0701-7-52木檩上大波石棉瓦屋面m218.84 3.3015.5401-7-53钢檩上大波石棉瓦屋面m225.08 5.2819.8001-7-54砼檩上大波石棉瓦屋面m226.88 5.2821.6001-7-55石棉脊瓦ｍ15.59 3.9611.590.04 01-7-56木基层上铺设粘土瓦屋面m215.45 5.549.9101-7-57钢.砼檩上铺三层苇箔铺泥挂瓦m242.9115.1827.73。