建筑工程预算明细表2015

建筑工程项目经费预算表项目背景本文档提供了建筑工程项目的经费预算表，为确保项目的顺利进行和合理的资金分配，项目组制定了详细的经费预算。

预算项以下是建筑工程项目的各项经费预算：1. 人工费用：- 项目经理薪资：XXX元- 施工人员薪资：XXX元- 监理人员薪资：XXX元- 其他人工费用：XXX元2. 材料费用：- 混凝土：XXX元- 砖块：XXX元- 钢材：XXX元- 其他材料：XXX元3. 设备费用：- 施工设备租赁费用：XXX元- 设备维护费用：XXX元- 设备购置费用：XXX元4. 工程费用：- 基础工程费用：XXX元- 结构工程费用：XXX元- 安装工程费用：XXX元- 室内装饰费用：XXX元5. 管理费用：- 项目管理费用：XXX元- 质量检测费用：XXX元- 安全监管费用：XXX元- 其他管理费用：XXX元总预算根据以上各项预算，建筑工程项目的总预算为：XXX元。

预算调整在项目实施过程中，如果遇到各种情况导致预算需要调整，将由项目经理向相关部门提出申请，经过审批后进行调整。

本文档的目的是为了提供基本的经费预算，实际操作过程中，需根据具体情况和实际需求进行具体的预算编制和调整。

---[English Translation]Budget for Construction ProjectProject BackgroundThis document provides the budget for a construction project. In order to ensure the smooth progress of the project and reasonable allocation of funds, the project team has prepared a detailed budget.Budget ItemsThe following are the budget items for the construction project:1. Labor Costs:- Project manager salary: XXX RMB- Construction workers' salaries: XXX RMB- Supervisors' salaries: XXX RMB- Other labor costs: XXX RMB2. Material Costs:- Concrete: XXX RMB- Bricks: XXX RMB- Steel: XXX RMB- Other materials: XXX RMB3. Equipment Costs:- Construction equipment leasing costs: XXX RMB - Equipment maintenance costs: XXX RMB- Equipment purchase costs: XXX RMB4. Engineering Costs:- Foundation engineering costs: XXX RMB- Structural engineering costs: XXX RMB- Installation engineering costs: XXX RMB- Interior decoration costs: XXX RMB5. Management Costs:- Project management costs: XXX RMB- Quality testing costs: XXX RMB- Safety supervision costs: XXX RMB- Other management costs: XXX RMBTotal BudgetBased on the above budget items, the total budget for the construction project is XXX RMB.Budget AdjustmentsIf there are any circumstances during the project implementation that require budget adjustments, the project manager will submit a request to the relevant department for approval before making the adjustments.The purpose of this document is to provide a basic budget. In actual operation, specific budget preparation and adjustments should be based on the specific circumstances and actual needs.。

1-1-1人工挖普通土10m3101.84101.841-1-2人工挖坚土10m3238.64238.641-1-3推土机推普通土20m内10m323.94 4.5619.38 1-1-4推土机推坚土20m内10m327.58 4.5623.02 1-1-5推土机推土100m内增运20m10m313.3313.33 1-1-6装载机装运土方20m内10m321.14 4.5616.58 1-1-7装载机装运200m内增运20m10m3 5.28 5.28 1-1-8铲运机铲运普通土200m内10m339.77 4.560.2234.99 1-1-9铲运机铲运坚土200m内10m350.95 4.560.2246.17 1-1-10铲运机500m内增运100m10m311.1711.17 1-1-11拉铲挖自卸汽车运普通土1km内10m3109.34 6.840.53101.97 1-1-12拉铲挖自卸汽车运坚土1km内10m3130.03 6.840.53122.66 1-1-13反铲挖自卸汽车运普通土1km内10m3106.03 6.840.5398.66 1-1-14反铲挖自卸汽车运坚土1km内10m3123.83 6.840.53116.46 1-1-15自卸汽车增运1km10m316.5716.57 1-1-16机械打孔爆破松石10m3136.0364.6034.8436.59 1-1-17机械打孔爆破坚石10m3250.92104.1255.4391.37 1-1-18挖掘机挖渣自卸汽车运渣1km内10m3216.968.360.53208.07 1-1-19自卸汽车运渣增运1km10m325.2425.24 1-1-20机械夯填土10m359.9744.8415.13 1-1-21光轮压路机回填碾压10m398.7233.440.6864.60 1-1-22振动压路机回填碾压10m395.9733.440.6861.85 1-2-1人工挖普通土深2m内10m3173.28173.281-2-2人工挖普通土深>2m10m3265.24265.241-2-3人工挖坚土深2m内10m3330.60330.601-2-4人工挖坚土深4m内10m3422.56422.561-2-5人工挖坚土深6m内10m3487.16487.161-2-6人工挖坚土深>6m10m3530.48530.481-2-7人工挖淤泥.流砂10m3836.00836.001-2-8人工挖冻土厚0.5m内10m31021.441021.441-2-9爆破后人工挖冻土厚0.5m内10m3344.20300.2044.001-2-10人工挖沟槽普通土深2m内10m3245.21244.720.49 1-2-11人工挖沟槽普通土深>2m10m3333.86333.640.22 1-2-12人工挖沟槽坚土深2m内10m3483.09482.600.49 1-2-13人工挖沟槽坚土深4m内10m3543.62543.400.22 1-2-14人工挖沟槽坚土深6m内10m3614.98614.840.14 1-2-15人工挖沟槽坚土深>6m10m3668.88668.800.08 1-2-16人工挖地坑普通土深2m内10m3272.74271.32 1.42 1-2-17人工挖地坑普通土深>2m10m3363.96363.280.68 1-2-18人工挖地坑坚土深2m内10m3544.06542.64 1.42 1-2-19人工挖地坑坚土深4m内10m3612.48611.800.68 1-2-20人工挖地坑坚土深6m内10m3683.68683.240.44 1-2-21人工挖地坑坚土深>6m10m3737.53737.200.33 1-2-22人工挖桩孔普通土孔深8m内10m3815.45728.0887.371-2-23人工挖桩孔坚土孔深8m内10m31326.171184.08142.091-2-24人工挖桩孔普通土孔深12m内10m31104.86986.48118.381-2-25人工挖桩孔坚土孔深12m内10m31747.511560.28187.231-2-26人工挖桩孔普通土孔深16m内10m31435.971282.12153.851-2-27人工挖桩孔坚土孔深16m内10m32271.852028.44243.411-2-28人工挖桩孔普通土孔深>16m10m31657.291479.72177.571-2-29人工挖桩孔坚土孔深>16m10m32621.702340.80280.901-2-30人工凿松石方10m3544.92544.921-2-31人工凿坚石方10m31225.121225.121-2-32人工凿沟槽松石10m3645.24645.241-2-33人工凿沟槽坚石10m31736.601736.601-2-34人工凿地坑松石10m3895.28895.281-2-35人工凿地坑坚石10m32614.402614.401-2-36人工凿桩孔松石10m32998.782677.48321.301-2-37人工修整爆破后基底松石10m2168.72168.721-2-38人工修整爆破后基底坚石10m2434.72434.721-2-39人工修整爆破后基底槽坑松石10m2204.44204.441-2-40人工修整爆破后基底槽坑坚石10m2484.12484.121-2-41人工修整爆破后边坡松石10m2107.92107.921-2-42人工修整爆破后边坡坚石10m2297.92297.921-2-43人工运土方20m内10m3148.96148.961-2-44人工运土方200m内增运20m10m333.4433.441-2-45人工运淤泥流砂20m内10m3334.40334.401-2-46人工运淤泥流砂200m内增运20m10m350.1650.161-2-47人力车运土方50m内10m3120.08120.081-2-48人力车运土方500m内增运50m10m319.0019.001-2-49人力车运淤泥流砂50m内10m3269.80269.801-2-50人力车运淤泥流砂500m内增运50m10m328.8828.881-2-51人工清运石渣20m内10m3353.40353.401-2-52人工清运石渣200m内增运20m10m364.6064.601-2-53人力车清运石渣50m内10m3319.96319.961-2-54人力车清运石渣500m内增运50m10m341.8041.801-2-55人工清运石渣桩孔人工出渣10m3577.11515.2861.831-2-56人工装车土方10m3118.56118.561-2-57人工装车石渣10m3158.84158.841-3-1推土机推普通土20m内10m321.92 4.5617.36 1-3-2推土机推坚土20m内10m327.02 4.5622.46 1-3-3推土机推土100m内增运20m10m312.2512.25 1-3-4装载机装运土方20m内10m322.65 4.5618.09 1-3-5装载机装运200m内增运20m10m3 5.28 5.28 1-3-6铲运机铲运普通土200m内10m343.21 4.560.2238.43 1-3-7铲运机铲运坚土200m内10m355.53 4.560.2250.75 1-3-8铲运机运土500m内增运100m10m311.1711.17 1-3-9挖掘机挖普通土10m327.93 4.5623.37 1-3-10挖掘机挖坚土10m333.94 4.5629.38 1-3-11挖掘机挖淤泥.流砂10m387.5124.3263.19 1-3-12挖掘机挖槽坑普通土10m332.009.1222.88 1-3-13挖掘机挖槽坑坚土10m334.279.1225.15 1-3-14挖掘机挖普通土自卸汽车运1km内10m3126.16 6.840.53118.79 1-3-15挖掘机挖坚土自卸汽车运1km内10m3152.15 6.840.53144.781-3-16挖掘机挖普通土槽坑汽车运1km内10m3122.559.120.53112.90 1-3-17挖掘机挖坚土槽坑汽车运1km内10m3147.679.120.53138.02 1-3-18人工打孔爆破松石10m3241.74206.7235.021-3-19人工打孔爆破坚石10m3506.62455.2451.381-3-20人工打孔爆破槽坑松石10m3643.46557.8485.621-3-21人工打孔爆破槽坑坚石10m31306.661177.24129.421-3-22机械打孔爆破松石10m3160.8075.2438.5347.03 1-3-23机械打孔爆破坚石10m3299.29120.8461.17117.28 1-3-24机械打孔爆破槽坑松石10m3387.75183.9293.77110.06 1-3-25机械打孔爆破槽坑坚石10m3751.38317.68148.98284.72 1-3-26机械打孔爆破桩孔松石10m3907.28593.56194.76118.96 1-3-27机械打孔爆破桩孔坚石10m32100.811274.52403.13423.16 1-3-28控制爆破松石10m3475.18171.76249.8353.59 1-3-29控制爆破坚石10m3802.89247.76399.05156.08 1-3-30控制爆破槽坑松石10m3772.35245.48406.50120.37 1-3-31控制爆破槽坑坚石10m31465.32431.68659.76373.88 1-3-32静力爆破坚石10m35141.761305.682269.091566.99 1-3-33静力爆破槽坑坚石10m35712.691450.082521.211741.40 1-3-34风镐破碎桩孔松石10m34533.892566.52307.981659.39 1-3-35风镐破碎桩孔坚石10m36476.833666.24439.952370.64 1-3-36风镐破碎鼓石10m31934.681155.20779.48 1-3-37液压锤破碎松石10m3325.7847.12278.66 1-3-38液压锤破碎坚石10m3399.8747.88351.99 1-3-39液压锤破碎槽坑松石10m3385.9648.64337.32 1-3-40液压锤破碎槽坑坚石10m3474.7249.40425.32 1-3-41推土机推石渣20m内10m361.21 6.0855.13 1-3-42推土机推石渣100m内增运20m10m337.7837.78 1-3-43挖掘机挖集石渣10m380.34 6.0874.26 1-3-44挖掘机挖石渣自卸汽车运1km内10m3245.598.360.53236.70 1-3-45装载机装土方10m322.11 4.5617.55 1-3-46装载机装石方10m341.17 6.0835.09 1-3-47挖掘机装土方10m321.39 4.5616.83 1-3-48挖掘机装石方10m342.77 6.0836.69 1-3-49机动翻斗车运土方100m内10m397.3897.38 1-3-50机动翻斗车运土方500m内增运100m10m313.3813.38 1-3-51机动翻斗车运石方100m内10m3296.16296.16 1-3-52机动翻斗车运石方500m内增运100m10m335.4735.47 1-3-53拖拉机运土方1km内10m3188.16188.16 1-3-54拖拉机运土方增运1km10m322.4122.41 1-3-55拖拉机运石方1km内10m3387.05387.05 1-3-56拖拉机运石方增运1km10m345.2945.29 1-3-57自卸汽车运土方1km内10m371.78 2.280.5368.97 1-3-58自卸汽车运土方增运1km10m312.4212.42 1-3-59自卸汽车运石方1km内10m3125.37 2.280.53122.56 1-3-60自卸汽车运石方增运1km10m322.8822.88 1-3-61垂直运输机械运土方10m353.0425.0827.96 1-3-62垂直运输机械运石方10m389.7142.5647.151-3-63运输钻孔桩泥浆5km内(桩体积)10m31577.93488.681089.25 1-3-64运输钻孔桩泥浆增运1km(桩体积)10m382.5582.55 1-4-1人工场地平整10m247.8847.881-4-2机械场地平整10m2 5.910.76 5.15 1-4-3竣工清理10m312.1612.161-4-4基底钎探十眼86.6486.641-4-5人工原土夯实10m212.1612.161-4-6机械原土夯实10m28.37 6.84 1.53 1-4-7原土机械碾压10m2 1.440.760.68 1-4-8填土机械碾压10m3116.2237.240.6878.30 1-4-9人工松填土10m360.0460.041-4-10人工夯填土(地坪)10m3122.28121.600.681-4-11机械夯填土(地坪)10m357.0840.2816.80 1-4-12槽、坑人工夯填土10m3152.68152.000.681-4-13槽、坑机械夯填土10m375.0353.2021.83 1-4-14槽、坑夯填砂10m31182.23198.36981.72 2.15 1-4-15槽、坑夯填石屑10m3732.56198.36532.05 2.15 1-4-16槽、坑夯填石渣10m3721.02258.40459.80 2.82 1-4-17钎探灌砂10眼 2.69 1.67 1.022-1-13:7灰土垫层10m31460.91636.12812.7512.04 2-1-2砂垫层10m31337.69354.16981.38 2.15 2-1-3人工级配砂石垫层10m31586.57610.28969.72 6.57 2-1-4天然级配砂石垫层10m31261.17509.20745.40 6.57 2-1-5干铺碎石垫层10m31428.87510.72911.047.11 2-1-61:3砂浆灌碎石垫层10m32021.24619.401335.8965.95 2-1-7干铺碎砖垫层10m31686.83593.561086.167.11 2-1-81:3砂浆灌碎砖垫层10m32291.23836.001404.3050.93 2-1-9干铺地瓜石垫层10m31433.16603.44822.177.55 2-1-101:3砂浆灌地瓜石垫层10m32194.05821.561304.8567.64 2-1-11干铺毛石垫层10m31542.35649.80884.627.93 2-1-121:3砂浆灌毛石垫层10m32343.93983.441286.9973.50 2-1-13C154现浇无筋砼垫层10m32640.08775.961853.5310.59 2-1-14C154现浇毛石砼垫层10m32478.48735.681732.2110.59 2-2-1夯填灰土10m31450.80617.12821.6412.04 2-2-2人工填砂石机械振动10m31031.82282.72747.60 1.50 2-2-3人工填砂石机械碾压10m31143.97335.92784.8423.21 2-2-4推土机填砂碾压10m3824.60 5.32784.8434.44 2-2-5推土机挤淤碾压10m3852.999.12782.4261.45 2-2-6填铺石屑10m3872.17335.92531.87 4.38 2-2-7填铺碎石10m31420.51502.36911.047.11 2-2-8抛石挤淤10m31112.77456.76653.62 2.39 2-2-9填筑C154现浇毛石砼10m32432.88690.081732.2110.59 2-3-1打砼方桩12m内10m32304.00603.4457.561643.00 2-3-2打砼方桩18m内10m32134.31405.8457.561670.91 2-3-3打砼方桩30m内10m31356.69242.4457.561056.69 2-3-4打砼方桩>30m10m31169.93207.4857.56904.89 2-3-5压砼方桩12m内10m32672.02545.68180.321946.022-3-6压砼方桩18m内10m32785.32575.32180.322029.68 2-3-7压砼方桩30m内10m33211.25476.52180.322554.41 2-3-8压砼方桩>30m10m32725.88402.04180.322143.52 2-3-9打砼管桩16m内10m39312.87771.406157.822383.65 2-3-10打砼管桩24m内10m38852.70658.166157.822036.72 2-3-11打砼管桩32m内10m38687.26620.166157.821909.28 2-3-12打砼管桩>32m10m38660.78612.566157.821890.40 2-3-13打砼板桩1m3内10m33797.68921.1244.962831.60 2-3-14打砼板桩1.5m3内10m33156.33763.0444.962348.33 2-3-15打砼板桩2.5m3内10m32656.67585.9644.962025.75 2-3-16打砼板桩>2.5m310m32338.64514.5244.961779.16 2-3-17C203现浇砼打孔灌砼桩10m内10m37359.172460.122604.162294.89 2-3-18C203现浇砼打孔灌砼桩15m内10m35561.091488.082604.161468.85 2-3-19C203现浇砼打孔灌砼桩>15m10m35147.561262.362604.161281.04 2-3-20C203现浇砼夯扩成孔灌注砼桩身10m38355.362911.562602.712841.09 2-3-21C203现浇砼夯扩成孔灌注桩夯扩砼10m38888.643231.522502.953154.17 2-3-22螺旋钻机钻孔12m内10m32342.69758.48123.801460.41 2-3-23C203现浇砼螺旋钻孔灌注砼桩12m内10m33156.90338.962498.85319.09 2-3-24螺旋钻机钻孔>12m10m32058.82648.28123.801286.74 2-3-25C203现浇砼螺旋钻孔灌注砼桩>12m10m33008.75228.762498.85281.14 2-3-26回旋钻机钻孔φ600内10m35484.291613.48286.303584.51 2-3-27回旋钻机钻孔φ800内10m34788.701437.16281.993069.55 2-3-28回旋钻机钻孔φ1000内10m34266.681307.20274.222685.26 2-3-29回旋钻机钻孔φ1200内10m33629.96975.08256.302398.58 2-3-30回旋钻机钻孔φ>120cm10m33229.50881.60240.592107.31 2-3-31回旋钻机钻孔入岩φ600内10m323058.256992.00266.5515799.70 2-3-32回旋钻机钻孔入岩φ800内10m316076.784816.88266.5510993.35 2-3-33回旋钻机钻孔入岩φ1000内10m313726.294115.40266.559344.34 2-3-34回旋钻机钻孔入岩φ1200内10m310716.853195.04266.557255.26 2-3-35回旋钻机钻孔入岩φ>120cm10m37879.432387.16266.555225.72 2-3-36C203水下砼回旋钻孔灌注砼桩10m33220.43277.402943.032-3-37C252现浇灌注砼桩壁人工挖孔10m33714.591245.642310.03158.92 2-3-38M10 砂浆砌黏土砖桩壁120人工挖孔10m34018.351771.562213.2633.53 2-3-39M10 砂浆砌黏土砖桩壁240人工挖孔10m34008.801771.562198.0639.18 2-3-40C204现浇灌注砼桩芯人工挖孔10m33350.57947.722061.73341.12 2-3-41C204现浇灌注毛石砼桩芯人工挖孔10m32905.22661.961902.14341.12 2-3-42打灰土挤密桩6m内10m33309.961058.681030.391220.89 2-3-43打灰土挤密桩>6m10m32612.51672.601030.39909.52 2-3-44打砂桩10m内10m33326.221314.80920.001091.42 2-3-45打砂桩15m内10m32780.84921.12920.00939.72 2-3-46打砂桩>15m10m32548.98738.72920.00890.26 2-3-47打碎石桩10m内10m33407.541396.12920.001091.42 2-3-48打碎石桩15m内10m32839.36979.64920.00939.72 2-3-49打碎石桩>15m10m32595.34785.08920.00890.26 2-3-50振冲碎石桩10m32322.19547.20974.96800.03 2-3-51钻孔压浆碎石桩10m34899.131256.282578.891063.96 2-3-52打砂石桩10m内10m33860.181396.121372.641091.422-3-53打砂石桩15m内10m33292.00979.641372.64939.72 2-3-54打砂石桩>15m10m33047.98785.081372.64890.26 2-3-55深层搅拌粉喷水泥桩(水泥10%)10m31560.91383.04671.14506.73 2-3-56深层搅拌浆喷水泥桩(水泥10%)10m31603.84430.92685.22487.70 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10ｍ466.21121.608.68335.93 2-3-59双重管旋喷机高压旋喷水泥桩10m32749.79788.12769.901191.77 2-3-60三重管旋喷机高压旋喷水泥桩10m33669.09875.521102.901690.67 2-3-61预制钢筋砼桩接桩包角钢十根5861.621394.60424.434042.59 2-3-62预制钢筋砼桩接桩包钢板十根8824.731456.163359.934008.64 2-3-63预制钢筋砼桩接桩注硫磺胶泥10m228007.367326.404160.6116520.35 2-3-64预制钢筋砼桩截方桩十根1425.53355.68950.20119.65 2-3-65预制钢筋砼桩截管桩十根563.12288.80274.32 2-3-66预制钢筋砼方桩凿桩头10m33561.322701.04860.28 2-3-67灌注砼桩凿桩头10m31418.621075.40343.22 2-3-68桩头钢筋整理十根65.3665.362-3-69回旋钻机挤扩支盘钻孔D800内10m32141.58291.0823.461827.04 2-3-70回旋钻机挤扩支盘钻孔D>80010m31750.81238.6415.761496.41 2-4-1强夯<100t-m 25夯点 4击hm21388.04411.92976.12 2-4-2强夯<100t-m 25夯点增减1击hm2261.5383.60177.93 2-4-3强夯<100t-m 23夯点 4击hm21277.58379.24898.34 2-4-4强夯<100t-m 23夯点增减1击hm2232.9769.16163.81 2-4-5强夯<100t-m 17夯点 4击hm2945.34281.20664.14 2-4-6强夯<100t-m 17夯点增减1击hm2171.7150.92120.79 2-4-7强夯<100t-m 13夯点 4击hm2722.04214.32507.72 2-4-8强夯<100t-m 13夯点增减1击hm2130.6638.7691.90 2-4-9强夯<100t-m 10夯点 4击hm2555.54164.92390.62 2-4-10强夯<100t-m 10夯点增减1击hm2100.0329.6470.39 2-4-11强夯<100t-m 低锤满拍hm21302.56370.12932.44 2-4-12强夯<200t-m 25夯点 4击hm22058.30550.241508.06 2-4-13强夯<200t-m 25夯点增减1击hm2375.68100.32275.36 2-4-14强夯<200t-m 23夯点 4击hm21893.27506.161387.11 2-4-15强夯<200t-m 23夯点增减1击hm2346.6492.72253.92 2-4-16强夯<200t-m 17夯点 4击hm21399.02373.921025.10 2-4-17强夯<200t-m 17夯点增减1击hm2256.2668.40187.86 2-4-18强夯<200t-m 13夯点 4击hm21069.81285.76784.05 2-4-19强夯<200t-m 13夯点增减1击hm2196.4653.20143.26 2-4-20强夯<200t-m 10夯点 4击hm2822.69219.64603.05 2-4-21强夯<200t-m 10夯点增减1击hm2150.9440.28110.66 2-4-22强夯<200t-m 低锤满拍hm21820.59464.361356.23 2-4-23强夯<300t-m 25夯点 4击hm22591.12650.561940.56 2-4-24强夯<300t-m 25夯点增减1击hm2502.32124.64377.68 2-4-25强夯<300t-m 23夯点 4击hm22383.74598.121785.62 2-4-26强夯<300t-m 23夯点增减1击hm2456.52114.76341.76 2-4-27强夯<300t-m 17夯点 4击hm21761.87442.321319.55 2-4-28强夯<300t-m 17夯点增减1击hm2336.5384.36252.17 2-4-29强夯<300t-m 13夯点 4击hm21346.98337.441009.542-4-30强夯<300t-m 13夯点增减1击hm2257.9464.60193.34 2-4-31强夯<300t-m 10夯点 4击hm21036.00259.92776.08 2-4-32强夯<300t-m 10夯点增减1击hm2199.5750.16149.41 2-4-33强夯<300t-m 低锤满拍hm22857.75444.602413.15 2-4-34强夯<400t-m 25夯点 4击hm25621.371239.564381.81 2-4-35强夯<400t-m 25夯点增减1击hm21203.13265.24937.89 2-4-36强夯<400t-m 23夯点 4击hm25171.021140.004031.02 2-4-37强夯<400t-m 23夯点增减1击hm21106.65243.96862.69 2-4-38强夯<400t-m 17夯点 4击hm23618.09798.002820.09 2-4-39强夯<400t-m 17夯点增减1击hm2817.20180.12637.08 2-4-40强夯<400t-m 13夯点 4击hm22922.77644.482278.29 2-4-41强夯<400t-m 13夯点增减1击hm2625.86138.32487.54 2-4-42强夯<400t-m 10夯点 4击hm22249.01496.281752.73 2-4-43强夯<400t-m 10夯点增减1击hm2482.41106.40376.01 2-4-44强夯<400t-m 低锤满拍hm23616.93759.242857.69 2-4-45强夯<500t-m 25夯点 4击hm27021.081400.685620.40 2-4-46强夯<500t-m 25夯点增减1击hm21502.58299.441203.14 2-4-47强夯<500t-m 23夯点 4击hm26457.231288.205169.03 2-4-48强夯<500t-m 23夯点增减1击hm21382.40275.881106.52 2-4-49强夯<500t-m 17夯点 4击hm24514.59902.123612.47 2-4-50强夯<500t-m 17夯点增减1击hm21021.20203.68817.52 2-4-51强夯<500t-m 13夯点 4击hm23649.90728.082921.82 2-4-52强夯<500t-m 13夯点增减1击hm2781.70156.56625.14 2-4-53强夯<500t-m 10夯点 4击hm22808.09560.882247.21 2-4-54强夯<500t-m 10夯点增减1击hm2602.32120.08482.24 2-4-55强夯<500t-m 低锤满拍hm24023.85911.243112.61 2-4-56强夯<600t-m 25夯点 4击hm27764.461583.086181.38 2-4-57强夯<600t-m 25夯点增减1击hm21623.57299.441324.13 2-4-58强夯<600t-m 23夯点 4击hm26974.361288.205686.16 2-4-59强夯<600t-m 23夯点增减1击hm21382.40275.881106.52 2-4-60强夯<600t-m 17夯点 4击hm24518.88902.123616.76 2-4-61强夯<600t-m 17夯点增减1击hm21021.20203.68817.52 2-4-62强夯<600t-m 13夯点 4击hm23649.90728.082921.82 2-4-63强夯<600t-m 13夯点增减1击hm2781.70156.56625.14 2-4-64强夯<600t-m 10夯点 4击hm22808.09560.882247.21 2-4-65强夯<600t-m 10夯点增减1击hm2602.32120.08482.24 2-4-66强夯<600t-m 低锤满拍hm24392.41994.843397.57 2-4-67强夯<100t-m 7夯点 4击hm2553.99159.60394.39 2-4-68强夯<100t-m 7夯点增减1击hm269.7218.2451.48 2-4-69强夯<100t-m 4夯点 4击hm2433.00124.64308.36 2-4-70强夯<100t-m 4夯点增减1击hm246.7012.1634.54 2-4-71强夯<100t-m 低锤满拍hm21439.36370.121069.24 2-4-72强夯<200t-m 7夯点 4击hm2809.69212.80596.89 2-4-73强夯<200t-m 7夯点增减1击hm2101.6724.3277.35 2-4-74强夯<200t-m 4夯点 4击hm2659.92173.28486.64 2-4-75强夯<200t-m 4夯点增减1击hm270.8116.7254.09 2-4-76强夯<200t-m 低锤满拍hm21993.43464.361529.072-4-77强夯<300t-m 7夯点 4击hm2964.25240.16724.09 2-4-78强夯<300t-m 7夯点增减1击hm2132.1429.64102.50 2-4-79强夯<300t-m 4夯点 4击hm2757.23188.48568.75 2-4-80强夯<300t-m 4夯点增减1击hm290.7220.5270.20 2-4-81强夯<300t-m 低锤满拍hm23141.23444.602696.63 2-4-82强夯<400t-m 7夯点 4击hm21758.27390.641367.63 2-4-83强夯<400t-m 7夯点增减1击hm2314.5763.08251.49 2-4-84强夯<400t-m 4夯点 4击hm21251.66278.16973.50 2-4-85强夯<400t-m 4夯点增减1击hm2209.4841.80167.68 2-4-86强夯<400t-m 低锤满拍hm23900.41759.243141.17 2-4-87强夯<500t-m 7夯点 4击hm22154.69430.161724.53 2-4-88强夯<500t-m 7夯点增减1击hm2388.5271.44317.08 2-4-89强夯<500t-m 4夯点 4击hm21548.09308.561239.53 2-4-90强夯<500t-m 4夯点增减1击hm2259.5947.27212.32 2-4-91强夯<500t-m 低锤满拍hm24288.68911.243377.44 2-4-92强夯<600t-m 7夯点 4击hm22369.58472.721896.86 2-4-93强夯<600t-m 7夯点增减1击hm2429.2280.56348.66 2-4-94强夯<600t-m 4夯点 4击hm21718.63342.761375.87 2-4-95强夯<600t-m 4夯点增减1击hm2287.1153.20233.91 2-4-96强夯<600t-m 低锤满拍hm24680.88994.843686.04 2-5-1木撑木挡土疏板防护10m2202.54126.1676.382-5-2钢撑木挡土疏板防护10m2162.5196.5265.992-5-3木撑木挡土密板防护10m2256.90162.6494.262-5-4钢撑木挡土密板防护10m2205.53123.8881.652-5-5木撑钢挡土疏板防护10m2201.77127.6874.092-5-6钢撑钢挡土疏板防护10m2158.3597.2861.072-5-7木撑钢挡土密板防护10m2245.39162.6482.752-5-8钢撑钢挡土密板防护10m2195.00125.4069.602-5-9袋土围堰10m32127.731319.36749.6058.77 2-5-10打钢工具桩6m内ｔ968.68251.5637.62679.50 2-5-11打钢工具桩10m内ｔ673.63173.2837.62462.73 2-5-12打钢工具桩15m内ｔ493.48122.3637.62333.50 2-5-13打钢工具桩>15mｔ393.3697.2837.62258.46 2-5-14拔钢工具桩6m内ｔ445.06185.44 3.71255.91 2-5-15拔钢工具桩10m内ｔ309.88127.68 3.71178.49 2-5-16拔钢工具桩15m内ｔ252.67104.88 3.71144.08 2-5-17拔钢工具桩>15mｔ245.33101.84 3.71139.78 2-5-18安拆导向夹具10ｍ113.0531.9226.5054.63 2-5-19土层砂浆土钉(钻孔灌浆)10ｍ275.28171.0041.9662.32 2-5-20岩石砂浆土钉(钻孔灌浆)10ｍ390.32181.6418.26190.42 2-5-21锚杆机钻孔灌浆10ｍ1764.86456.00654.94653.92 2-5-22锚杆机入岩增加10ｍ3149.151824.00498.75826.40 2-5-23C251现浇砼土层喷射砼护坡 初喷5010m2287.18112.48131.3643.34 2-5-24C251现浇砼岩层喷射砼护坡 初喷5010m2380.42192.28141.2746.87 2-5-25C251现浇砼喷射砼护坡每增减10mm10m255.1920.5226.278.40 2-6-1抽水机基底排水 降水深1m内10m2774.1015.2030.92727.98 2-6-2抽水机基底排水 降水深2m内10m21340.5622.8075.911241.852-6-3抽水机基底排水 降水深3m内10m21689.2838.00123.061528.22 2-6-4砖砌集水井排水h2-4m内座2419.471717.60617.9183.96 2-6-5钢筋笼集水井排水h2-4m内座2205.121343.68804.9156.53 2-6-6砼无砂管φ55cm集水深井10ｍ4582.761447.041212.691923.03 2-6-7钢筋笼集水深井10ｍ3698.321567.12386.281744.92 2-6-8钢管集水深井10ｍ3127.711227.40146.381753.93 2-6-9潜水泵抽水机集水井排水台日474.98 3.04471.94 2-6-10单机清水泵抽水机集水井排水台日673.79 3.04670.75 2-6-11泥浆泵抽水机集水井排水台日1158.41 3.041155.37 2-6-12轻型井点7m降水井管安拆十根2684.231190.16372.411121.66 2-6-13轻型井点7m降水设备使用套天1461.38228.0085.881147.50 2-6-14喷射井点10m降水井管安拆十根8369.253496.001287.323585.93 2-6-15喷射井点10m降水设备使用套天2856.44456.0062.182338.26 2-6-16喷射井点15m降水井管安拆十根13551.175740.281850.925959.97 2-6-17喷射井点15m降水设备使用套天2934.70456.00140.442338.26 2-6-18喷射井点20m降水井管安拆十根17627.427407.722411.597808.11 2-6-19喷射井点20m降水设备使用套天2987.82456.00193.562338.26 2-6-20喷射井点30m降水井管安拆十根23078.799613.243522.409943.15 2-6-21喷射井点30m降水设备使用套天3200.47456.00406.212338.26 2-6-22大口径φ600井点15m降水井管安拆十根48388.7716313.406185.2825890.09 2-6-23大口径φ600井点15m降水设备使用套天2849.45456.0055.192338.26 2-6-24水平井点25m降水井管安拆十根87463.8432858.605826.1248779.12 2-6-25水平井点25m降水设备使用套天2083.42456.0042.911584.51 2-6-26电渗井点阳极降水制安及拆除十根12297.221802.729097.761396.74 2-6-27电渗井点阳极降水设备使用套天1565.50456.00581.26528.24 2-6-28射流泵井点降水制安及拆除眼组138.7584.3629.8924.50 2-6-29射流泵井点降水井点抽水组天873.15307.80565.35 3-1-1M5.0砂浆砖基础10m32894.84925.681932.2336.93 3-1-2M5.0混浆矩形砖柱周长1.2m内10m34080.182018.562030.9530.67 3-1-3M5.0混浆矩形砖柱周长1.8m内10m33937.131884.042018.9134.18 3-1-4M5.0混浆矩形砖柱周长>1.8m10m33575.291525.322014.2935.68 3-1-5M5.0混浆异形砖柱10m34542.361905.322595.6041.44 3-1-6M2.5混浆单面清水砖墙 11510m33615.701580.802004.3530.55 3-1-7M2.5混浆单面清水砖墙 18010m33588.521561.041994.0533.43 3-1-8M2.5混浆单面清水砖墙 24010m33360.131371.801953.1535.18 3-1-9M2.5混浆单面清水砖墙 36510m33320.721295.801987.6137.31 3-1-10M2.5混浆单面清水砖墙 ≥49010m33267.391245.641983.4438.31 3-1-11M2.5混浆混水砖墙 5310m34075.722018.562038.7618.40 3-1-12M2.5混浆混水砖墙 11510m33551.861516.962004.3530.55 3-1-13M2.5混浆混水砖墙 18010m33454.571428.041993.2333.30 3-1-14M2.5混浆混水砖墙 24010m33157.211168.881953.1535.18 3-1-15M2.5混浆混水砖墙 36510m33161.371136.201987.6137.56 3-1-16M2.5混浆混水砖墙 49010m33145.491124.041983.1438.31 3-1-17弧形砖墙另加工料10m3144.81114.0030.813-1-18M5.0混浆贴砌砖墙 5310m2250.24122.36125.25 2.63 3-1-19M5.0混浆贴砌砖墙 11510m2436.11182.40248.58 5.13 3-1-20M5.0混浆贴砌砖墙 24010m2810.96304.00496.8210.143-1-21M5.0混浆空花砖墙 11510m2320.23156.56161.54 2.13 3-1-22M5.0混浆空花砖墙 24010m2669.19327.56337.12 4.51 3-1-23M5.0混浆砖平璇10m34554.082059.602458.6835.80 3-1-24M5.0混浆砖拱璇10m35576.262933.602603.4839.18 3-1-25M5.0混浆砖过梁10m33965.181597.522324.4743.19 3-1-26M5.0混浆半砖栏板10m2431.91194.56233.84 3.51 3-1-27M5.0砂浆砖台阶10m33082.231045.002000.3036.93 3-1-28M5.0混浆砖地沟10m33094.641060.961998.0035.68 3-1-29M5.0混浆零星砖砌体10m33674.461748.001893.4133.05 3-2-1M5.0砂浆乱毛石基础10m32178.29897.561219.2661.47 3-2-2M5.0混浆乱毛石墙10m32755.121445.521248.1361.47 3-2-3M5.0混浆乱毛石挡土墙10m32308.24998.641248.1361.47 3-2-4M5.0混浆乱毛石护坡10m32481.421076.161337.7867.48 3-2-5干砌乱毛石护坡10m31638.06699.20938.863-2-6M5.0混浆整毛石墙毛石背里45010m21352.08737.96586.4527.67 3-2-7M5.0混浆整毛石墙毛石背里±1010m227.5014.4412.430.63 3-2-8M5.0混浆整毛石墙砖背里45010m21493.87680.96792.1320.78 3-2-9M5.0混浆整毛石墙砖背里±1010m232.2112.1619.670.38 3-2-10整砌毛石表面处理10m2437.78376.9660.823-2-11石表面倒扁光(斜面10cm内)10ｍ134.52134.523-2-12M5.0混浆方整石柱10m36736.502294.444420.6521.41 3-2-13M5.0混浆方整石墙10m35652.401211.444418.9322.03 3-2-14M5.0混浆方整石墙毛石背里45010m22023.24658.921345.2919.03 3-2-15M5.0混浆方整石墙毛石背里±1010m227.5514.4412.480.63 3-2-16M5.0混浆方整石墙砖背里45010m22156.13600.401538.2017.53 3-2-17M5.0混浆方整石墙砖背里±1010m232.2112.1619.670.38 3-2-18M10 混浆方整石平璇10m37313.672204.765086.3822.53 3-2-19M10 混浆方整石拱璇10m37735.282665.325046.8023.16 3-2-20M5.0混浆零星方整石砌体10m37820.373156.284636.4227.67 3-2-21M5.0混浆整砌毛石墙10m33139.071589.921487.6861.47 3-2-22M5.0混浆整砌毛石挡土墙10m32531.681098.201372.0161.47 3-3-1M5.0混浆烧结粉煤灰轻质砖墙11510m33481.271530.641920.0830.55 3-3-2M5.0混浆烧结粉煤灰轻质砖墙18010m33438.411492.641912.4733.30 3-3-3M5.0混浆烧结粉煤灰轻质砖墙24010m33133.861222.081876.6035.18 3-3-4M5.0混浆烧结粉煤灰轻质砖墙36510m33136.911187.881911.4737.56 3-3-5M5.0混浆黏土多孔砖墙11510m33122.931071.602027.7923.54 3-3-6M5.0混浆黏土多孔砖墙18010m33061.29965.962065.6629.67 3-3-7M5.0混浆黏土多孔砖墙24010m32964.72902.122033.0629.54 3-3-8M5.0混浆黏土多孔砖墙36510m32974.33813.202129.5831.55 3-3-9M5.0混浆煤矸石多孔砖墙9010m34080.291124.802930.5824.91 3-3-10M5.0混浆煤矸石多孔砖墙19010m32610.83950.001635.9224.91 3-3-11M5.0混浆煤矸石多孔砖墙24010m33303.57933.282339.2431.05 3-3-12M5.0混浆煤矸石多孔砖墙29010m32923.01849.682043.2830.05 3-3-13M5.0混浆承重型黏土空心砖墙11510m33497.551124.802351.9720.78 3-3-14M5.0混浆承重型黏土空心砖墙18010m32650.791014.601615.2820.91 3-3-15M5.0混浆承重型黏土空心砖墙24010m33304.06946.962329.5627.54 3-3-16M5.0混浆承重型黏土空心砖墙36510m33206.47855.002322.0529.423-3-17M5.0混浆非承重黏土空心砖墙11510m33122.151169.641930.2322.28 3-3-18M5.0混浆非承重黏土空心砖墙24010m32773.96973.561777.3723.03 3-3-19M5.0混浆零星空心砖砌体10m33592.961491.122069.0432.80 3-3-20M5.0混浆煤矸石空心砖墙11510m32860.861181.041656.0323.79 3-3-21M5.0混浆煤矸石空心砖墙18010m32822.361082.241714.8325.29 3-3-22M5.0混浆煤矸石空心砖墙24010m32677.73982.681665.8829.17 3-3-23M5.0混浆煤矸石空心砖墙36510m32598.49899.081668.2431.17 3-3-24M5.0混浆加气砼砌块墙12010m32490.29853.481626.5410.27 3-3-25M5.0混浆加气砼砌块墙18010m32436.25785.841640.1410.27 3-3-26M5.0混浆加气砼砌块墙24010m32396.09686.281699.5410.27 3-3-27M5.0混浆泡沫砼砌块墙9010m32202.27846.641332.4723.16 3-3-28M5.0混浆泡沫砼砌块墙19010m32090.08770.641307.6711.77 3-3-29M5.0混浆泡沫砼砌块墙29010m31969.45684.761269.1715.52 3-3-30M5.0混浆泡沫砼砌块墙39010m31949.04617.121316.4015.52 3-3-31M7.5混浆硅酸钙砌块墙12010m32711.041027.521671.1312.39 3-3-32M7.5混浆硅酸钙砌块墙18010m32773.59963.681797.5212.39 3-3-33M7.5混浆硅酸钙砌块墙24010m32356.10867.161476.5512.39 3-3-34M7.5混浆硅酸钙砌块墙36510m32279.65784.321480.9314.40 3-3-35石膏砌空心块墙11010m37397.05672.606724.453-3-36石膏砌空心块墙18010m37354.98604.206750.783-3-37石膏砌夹心块墙8010m37460.16744.806715.363-3-38石膏砌夹心块墙10010m37445.90724.286721.623-3-39M7.5混浆粉煤灰加气砼砌块墙20010m31548.67677.16856.7414.77 3-3-40M7.5混浆煤矸石砌块墙28010m32026.36696.161314.1816.02 3-3-41M7.5混浆硅酸盐砌块墙24010m33232.19795.722423.8312.64 3-3-42M7.5混浆膨胀珍珠岩砌块墙11010m313585.13755.4412820.689.01 3-3-43M7.5混浆砼空心砌块墙9010m33860.09891.482952.5916.02 3-3-44M7.5混浆砼空心砌块墙19010m32450.21782.801654.1413.27 3-3-45M7.5混浆砼空心砌块墙29010m32421.52688.561715.4317.53 3-3-46M7.5混浆砼空心砌块墙39010m32305.07633.841654.5816.65 3-3-47M7.5混浆轻骨料砼空心砌块墙9010m32327.46848.921462.5216.02 3-3-48M7.5混浆轻骨料砼空心砌块墙19010m32127.84745.561369.0113.27 3-3-49M7.5混浆轻骨料砼空心砌块墙29010m32341.64655.881668.2317.53 3-3-50M7.5混浆轻骨料砼空心砌块墙39010m31997.30604.201376.4516.65 3-3-51M5.0混浆砌空心砌块烟风道24010m36339.322591.603740.717.01 3-3-52M5.0混浆砌变压式排烟道半周80010ｍ1098.03560.88536.950.20 3-3-53M5.0混浆砌变压式排烟道半周120010ｍ1884.85733.401151.170.28 3-3-54M5.0混浆砌变压式排烟道半周150010ｍ2559.17874.001684.830.34 3-3-55M10 砂浆钢筋砼漏空花格70内10m2639.00104.12534.570.31 3-3-56M10 砂浆钢筋砼漏空花格100内10m2796.61149.72646.440.45 3-3-57M10 砂浆钢筋砼漏空花格200内10m21085.14299.44784.790.91 3-3-58预制水磨石隔断板.窗台板10m2954.82120.08834.743-3-59砖砌屋面烟囱三孔内10ｍ1401.12327.331070.91 2.88 3-3-60砖砌屋面烟囱三孔以上10ｍ2964.99670.552290.43 4.01 3-3-61M5.0混浆加气砼砌块墙20010m32375.25766.081598.9010.27 3-3-62M5.0混浆加气砼砌块墙25010m32267.53671.761585.5010.27 3-3-63M5.0混浆加气砼砌块墙30010m32219.92628.671580.9810.273-3-64M5.0混浆泡沫砼砌块墙20010m31997.22748.221238.7310.27 3-3-65M5.0混浆泡沫砼砌块墙25010m31970.45718.961241.2210.27 3-3-66M5.0混浆泡沫砼砌块墙30010m31908.49673.281224.9410.27 3-3-67M5.0混浆硅酸钙砌块墙20010m32542.92931.301601.3510.27 3-3-68M5.0混浆硅酸钙砌块墙25010m32474.60859.481604.8510.27 3-3-69M5.0混浆硅酸钙砌块墙30010m32415.58821.941583.3710.27 3-3-70M5.0混浆煤矸石多孔砖墙11510m32545.63830.451691.7723.41 3-3-71M5.0混浆煤矸石多孔砖墙14010m32928.18818.062085.2124.91 3-3-72M5.0混浆煤矸石多孔砖墙24010m33093.61723.292339.2731.05 3-3-73M5.0混浆煤矸石多孔砖墙34010m32619.70801.191789.2229.29 3-3-74M5.0混浆煤矸石多孔砖墙36510m32491.07751.791667.9271.36 3-3-75M5.0混浆煤矸石多孔砖墙24010m32528.82802.641695.5130.67 3-4-1GRC多孔板墙6010m22113.46104.882003.70 4.88 3-4-2GRC多孔板墙8010m22185.84116.282064.57 4.99 3-4-3GRC多孔板墙9010m22235.03124.642105.40 4.99 3-4-4GRC多孔板墙10010m22283.75129.202149.46 5.09 3-4-5GRC多孔板墙12010m22339.05141.362192.49 5.20 3-4-6轻集料砼多孔条板墙7510m21609.77103.361502.25 4.16 3-4-7轻集料砼多孔条板墙10010m21720.26112.481603.62 4.16 3-4-8轻集料砼多孔条板墙12010m22048.51123.881920.47 4.16 3-4-9轻陶粒砼实心条板墙6010m2983.79116.28861.25 6.26 3-4-10轻陶粒砼实心条板墙8010m21106.65127.68972.60 6.37 3-4-11石膏空心条板墙6010m2848.3294.24749.31 4.77 3-4-12石膏空心条板墙8010m21023.67101.08917.71 4.88 3-4-13双层石膏空心条板墙10m21639.28220.401415.00 3.88 3-4-14双层石膏空心条板墙填充5010m21822.76239.401579.37 3.99 3-4-15双层石膏空心条板墙填充厚±1010m231.550.7630.793-4-16硅镁多孔板墙9010m21279.56112.481162.09 4.99 3-4-17硅镁多孔板墙10010m21400.58116.281279.31 4.99 3-4-18木纤维增强水泥多孔板墙8010m21543.59105.641432.12 5.83 3-4-19网架水泥板聚苯乙烯泡塑心76(50)10m2956.5899.56854.31 2.71 3-4-20网架水泥板岩棉夹心65(40)10m2901.5887.40811.47 2.71 3-4-21网架水泥板岩棉夹心75(50)10m2943.1798.80841.66 2.71 3-4-22网架水泥板岩棉夹心85(60)10m21067.25109.44955.10 2.71 3-4-23GRC复合外墙板12010m21390.95139.841240.9110.20 3-4-24GRC复合外墙板37010m21867.40186.201671.1010.10 3-4-25彩钢压型板墙10m21160.9570.681029.1061.17 3-4-26双层彩钢压板墙聚氨酯板填6010m22308.25118.562090.5999.10 3-4-27双层彩钢压板墙聚氨酯板填10010m22539.79120.842319.8599.10 3-4-28双层彩钢压板墙聚氨酯板填±2010m2115.160.76114.403-4-29双层彩钢压板墙岩棉板填8010m22209.73120.081990.5599.10 3-4-30双层彩钢压板墙岩棉板填12010m22333.17121.602112.4799.10 3-4-31双层彩钢压板墙聚苯乙烯板填7510m22301.20119.322082.7899.10 3-4-32双层彩钢压板墙聚苯乙烯板填15010m22641.07123.122418.8599.10 3-4-33双层彩钢压板墙聚苯乙烯板±2510m2113.32 1.52111.803-5-1铸铁围墙10ｍ1396.0291.961300.96 3.10 3-5-23:7灰土垫层方整石台阶10m23131.721103.521958.2569.953-5-3地瓜石垫层方整石台阶10m23190.891111.122001.8377.94 3-5-4C15砼垫层方整石台阶10m23225.551107.322046.8571.38 3-5-5砖砌屋面排烟气道口10个3742.481509.362141.9691.16 3-5-6砂浆用砂过筛用工10m3228.00228.004-1-1现浇构件圆钢筋φ4ｔ6280.971472.884761.7246.37 4-1-2现浇构件圆钢筋φ6.5ｔ6381.511679.604652.9248.99 4-1-3现浇构件圆钢筋φ8ｔ5741.861088.324602.9850.56 4-1-4现浇构件圆钢筋φ10ｔ5424.30798.004580.0046.30 4-1-5现浇构件圆钢筋φ12ｔ5411.87703.764617.6590.46 4-1-6现浇构件圆钢筋φ14ｔ5288.74600.404608.7179.63 4-1-7现浇构件圆钢筋φ16ｔ5210.11530.484602.9676.67 4-1-8现浇构件圆钢筋φ18ｔ5157.67467.404620.4369.84 4-1-9现浇构件圆钢筋φ20ｔ5103.38418.004617.6767.71 4-1-10现浇构件圆钢筋φ22ｔ5055.78379.244615.3161.23 4-1-11现浇构件圆钢筋φ25ｔ5018.44336.684634.7347.03 4-1-12现浇构件圆钢筋φ28ｔ5008.58322.244633.4552.89 4-1-13现浇构件螺纹钢筋φ12ｔ5456.00703.764648.25103.99 4-1-14现浇构件螺纹钢筋φ14ｔ5290.04600.404598.5191.13 4-1-15现浇构件螺纹钢筋φ16ｔ5180.36530.484562.1687.72 4-1-16现浇构件螺纹钢筋φ18ｔ5134.04467.404586.6879.96 4-1-17现浇构件螺纹钢筋φ20ｔ5075.27418.004579.6377.64 4-1-18现浇构件螺纹钢筋φ22ｔ5027.33379.244576.6971.40 4-1-19现浇构件螺纹钢筋φ25ｔ4986.49336.684593.9355.88 4-1-20现浇构件螺纹钢筋φ28ｔ4991.45322.244607.9561.26 4-1-21现浇构件螺纹钢筋φ30ｔ5007.24334.404618.1554.69 4-1-22现浇构件螺纹钢筋φ32ｔ5004.20331.364618.1554.69 4-1-23预制构件圆钢筋φ5内绑扎ｔ7934.233106.124782.9245.19 4-1-24预制构件圆钢筋φ5内点焊ｔ7533.922442.644711.45379.83 4-1-25预制构件圆钢筋φ6.5绑扎ｔ6268.981594.484630.6743.83 4-1-26预制构件圆钢筋φ6.5点焊ｔ6150.201270.724546.63332.85 4-1-27预制构件圆钢筋φ8绑扎ｔ5658.171032.084580.7345.36 4-1-28预制构件圆钢筋φ8点焊ｔ5649.82871.724537.64240.46 4-1-29预制构件圆钢筋φ10绑扎ｔ5356.89757.724557.7541.42 4-1-30预制构件圆钢筋φ10点焊ｔ5448.36701.484533.49213.39 4-1-31预制构件圆钢筋φ12绑扎ｔ5344.00662.724595.5085.78 4-1-32预制构件圆钢筋φ12点焊ｔ5329.04548.724573.15207.17 4-1-33预制构件圆钢筋φ14绑扎ｔ5232.47570.764586.5675.15 4-1-34预制构件圆钢筋φ14点焊ｔ5393.15599.644574.01219.50 4-1-35预制构件圆钢筋φ16绑扎ｔ5157.38503.124580.8173.45 4-1-36预制构件圆钢筋φ16点焊ｔ5271.67519.844570.80181.03 4-1-37预制构件圆钢筋φ18ｔ5109.31443.084598.2867.95 4-1-38预制构件圆钢筋φ20ｔ5060.31399.004595.5265.79 4-1-39预制构件圆钢筋φ22ｔ5015.93362.524593.1660.25 4-1-40预制构件圆钢筋φ25ｔ4979.49321.484612.5845.43 4-1-41预制构件圆钢筋φ28ｔ4970.49307.804611.3051.39 4-1-42预制构件螺纹钢筋φ12ｔ5462.78737.204625.9599.63 4-1-43预制构件螺纹钢筋φ14ｔ5286.68614.084582.4490.164-1-44预制构件螺纹钢筋φ16ｔ5179.26553.284540.2185.77 4-1-45预制构件螺纹钢筋φ18ｔ5129.84478.044557.6894.12 4-1-46预制构件螺纹钢筋φ20ｔ5087.52439.284554.9293.32 4-1-47预制构件螺纹钢筋φ22ｔ5014.57389.884552.5672.13 4-1-48预制构件螺纹钢筋φ25ｔ4986.46351.884581.5853.00 4-1-49预制构件螺纹钢筋φ28ｔ4952.85310.844585.9356.08 4-1-50预制构件螺纹钢筋φ30ｔ4966.80314.644596.0856.08 4-1-51预制构件螺纹钢筋φ32ｔ4966.80314.644596.0856.08 4-1-52现浇构件箍筋φ6.5ｔ6830.272125.724652.9251.63 4-1-53现浇构件箍筋φ8ｔ6038.941364.964602.9871.00 4-1-54现浇构件箍筋φ10ｔ5583.00944.684580.0058.32 4-1-55现浇构件箍筋φ12ｔ5348.44745.564552.1950.69 4-1-56预制构件箍筋φ6.5ｔ6689.592012.484630.6746.44 4-1-57预制构件箍筋φ8ｔ5935.811291.244580.7363.84 4-1-58预制构件箍筋φ10ｔ5505.49895.284557.7552.46 4-1-59预制构件箍筋φ12ｔ5281.60706.044530.0445.52 4-1-60先张法预应力钢筋φ5内ｔ6609.231415.125111.6882.43 4-1-61先张法预应力钢筋φ12ｔ6299.21717.445377.83203.94 4-1-62先张法预应力钢筋φ14ｔ6000.52655.125163.91181.49 4-1-63先张法预应力钢筋φ16ｔ5783.23595.845021.92165.47 4-1-64先张法预应力钢筋φ18ｔ5653.26558.604943.83150.83 4-1-65先张法预应力钢筋φ20ｔ5552.29519.084889.72143.49 4-1-66先张法预应力钢筋φ22ｔ5368.86385.324848.94134.60 4-1-67后张法预应力钢筋φ16ｔ10751.051649.208424.88676.97 4-1-68后张法预应力钢筋φ20ｔ8913.121171.167277.20464.76 4-1-69后张法预应力钢筋φ25ｔ8059.36883.126843.71332.53 4-1-70后张法预应力钢筋φ28ｔ7358.17783.566284.61290.00 4-1-71后张法预应力钢筋φ32ｔ7004.94707.566043.30254.08 4-1-72后张法预应力钢丝束12φξｔ31396.504917.2025466.341012.96 4-1-73后张法预应力钢丝束14φξｔ27740.554144.2822620.95975.32 4-1-74后张法预应力钢丝束16φξｔ25241.193845.6020450.24945.35 4-1-75后张法预应力钢丝束18φξｔ23200.473505.8818770.80923.79 4-1-76后张法预应力钢丝束20φξｔ21669.163332.6017430.07906.49 4-1-77后张法预应力钢丝束22φξｔ20381.293159.3216329.95892.02 4-1-78后张法预应力钢丝束24φξｔ19247.312955.6415411.67880.00 4-1-79无粘结预应力钢丝束ｔ14408.222777.0410969.18662.00 4-1-80有粘结预应力钢丝束ｔ28950.2313112.2814167.661670.29 4-1-81套筒锥形螺栓钢筋接头φ32内10个401.73152.00227.2922.44 4-1-82套筒锥形螺栓钢筋接头φ45内10个586.49259.16291.5235.81 4-1-83带肋钢筋接头冷挤压连接φ2010个102.3347.1235.8119.40 4-1-84带肋钢筋接头冷挤压连接φ2210个118.1150.9246.8120.38 4-1-85带肋钢筋接头冷挤压连接φ2510个150.2056.2472.1221.84 4-1-86带肋钢筋接头冷挤压连接φ2810个182.4263.0895.8723.47 4-1-87带肋钢筋接头冷挤压连接φ3210个234.7969.16140.3625.27 4-1-88带肋钢筋接头冷挤压连接φ3610个293.2476.76189.4227.06 4-1-89带肋钢筋接头冷挤压连接φ4010个370.6783.60257.5729.50 4-1-90电渣压力焊接头φ1810个57.2730.4011.9314.94。

工程预算明细表
本工程预算明细表包括如下内容：
一、人工费
1. 工资：
（1）勘察设计：包括对该工程的勘察设计，及设计图纸的制作等；（2）施工现场综合管理：包括工程工地管理、物料材料管理、质量安
全监督管理、工程统计管理、结算管理等；
（3）市场工作：包括工程项目招投标管理、市场推广等；
（4）质量技术管理：包括市试抽检、现场施工检查与现场技术指导等。

二、材料费
1. 建筑材料：主要由建筑用钢、木材、塑料材料、各种施工的管材和
电线、无机表面材料、砂浆砌块等制成；
2. 五金材料：由铁件、钢件、铝件、塑料件、五金工具、五金辅料等
制成；
3. 电气材料：由电器件、电字键和照明等电子仪器及设备、拉线电缆
等制成。

三、设备费
1. 构造设备：主要由施工机械设备、吊装搭建设备、安装设备及配备
辅具等制成；
2. 生产设备：主要由各类生产机械、专用设备及其配备辅具等制成；
3. 专用设备：主要由仪表、仪器、计量器具、绘图机具、安全设备等制成。

四、辅材费
1. 基础工程：主要包括砌筑、混凝土等各种基础工序材料所消耗的费用；
2. 包装材料：包括各种防护膜、布袋、木箱、纤袋、尼龙袋及缠绕膜等；
3. 化学材料：包括密封填料、防腐剂、防水剂、填料剂、无机盐等。

五、其他费用
1. 交通费：包括班车、出差等；
2. 保险费：包括财产险、生命意外险、三者险等；
3. 职工薪饷福利：包括节假日福利、生日礼金等；
4. 办公费：包括办公用品费、租赁费等。

建筑工程费用预算表说明:本文档主要用于建筑施工项目的费用预算管理。

所列预算项目内容仅供参考,项目管理者应根据实际需求进行适当调整。

附件:1规费是经法律法规授权由政府有关部门对公民、法人和其他组织进行登记、注册、颁发证书时所收取的证书费、执照费、登记费等。

工程施工现场应急预案及安全保证措施第一章一、编制原则1、以人为本,安全第一原则。

把保障人民群众生命财产安全,最大限度地预防和减少突发事件所造成的损失作为首要任务。

2、统一领导,分级负责原则。

在本项目部领导统一组织下,发挥各职能部门作用,逐级落实安全生产责任,建立完善的突发事件应急管理机制。

3、依靠科学,依法规范原则。

科学技术是第一生产力,利用现代科学技术,发挥专业技术人员作用,依照行业安全生产法规,规范应急救援工作。

4、预防为主,防止结合原则。

认真贯彻安全第一,预防为主,综合治理的基本方针,坚持突发事件应急与预防工作相结合,重点做好预防、预测、预警、预报和常态下风险评估、应急准备、应急队伍建设、应急演练等项工作。

确保应急预案的科学性、权威性、规范性和可操作性。

第二章二、编制目的1、应急预案应针对那些可能造成企业、系统人员死亡或严重伤害、设备和环境受到严重破坏的突发性灾害,如触电事故、泥石流灾害、火灾、环境破坏等。

2、应急预案是对日常安全管理工作的必要补充,应急预案应以完善的预防措施为基础,体现“安全第一、预防为主”的方针。

3、应急预案应以努力保护人身安全、防止人员伤害为第一目的,同时兼顾设备和环境的防护,尽量减少灾害的损失程度。

4、应急预案应结合实际,措施明确具体,具有很强的可操作性。

5、应急预案应经常检查修订,以保证先进科学的防灾、减灾设备和措施被采用。

第三章三、应急组织机构及职责1、应急组织机构为加强安全领导,进行系统化、网络化管理,项目部成立应急预案管理领导小组,项目经理任组长,项目总工程师、常务副经理、安全总监、项目副经理为副组长,各职能部门负责人、安全环保部安全员、各施工队专职安全员、施工队队长为组员,负责日常的安全管理工作。