1、编编制制说说明明工程名称：中华大街南延（南二环-南三环）道路工程-道路工程1标段（K0+000-K1+800）一、收入：1、土石方、混合料、混凝土、砂石等设计运距是否满足实际需求。2、工程数量是否存在疏漏（需计算复核设计数量）。3、施工区内是否存在需要改移或防护的管线（尤其是高压线、高压管等高等级设施）。4、是否存在树木、青苗移栽或砍伐问题。5、施工区内设施是否需要临时过渡。6、施工区内设施是否需要临时加固防护。7、施工区内是否存在施工时间限制（扰民、管制、安全问题）。二、成本：1、清除覆盖土缺少装车、外运费用，路基及砂石填筑未考虑洒水资源费用及运输费用。2、路基填料未考虑资源费。3、文明施工2、费用、安保费用、安全费用暂估。4、材料单价暂按设计单价计列（含运杂费）。5、工机费单价参照中铁工总指导价（2017年3月版）6、项目管理费按设计要求4年计列，标准按照工总2亿元以内公路项目，河北地区配置标准（2017年3月版）。低限：28人16万元/人年0.7年=313.6万元。高限：31人19万元/人年0.7年=412.3万元。管理费用率：313.6/11778412.3/11778（2.66%3.5%）本项目管理费取值：50人19万元/人年8.5个月/12个月=665万元（管理费用率5.65%）。三、设计单位 1、设计单位：四、设计程度：项项目目成成本本测测算算指指标标汇汇总总表表工工程程3、名名称称：中中华华大大街街南南延延（南南二二环环-南南三三环环）道道路路工工程程-道道路路工工程程施施工工1 1标标段段（K0+000-K1+800K0+000-K1+800）编编制制时时间间：章节号项目名称计量单位数量税后收入税前收入收入指标预计总成本成本指标单价差合价差（收入-成本）工机费材料费其他直接费项目管理费税金调整合计第一部分 建筑安装工程费km1.811780162610612759158959772.782423794975579116175471415627052-1168754111130371761835398.33-2875625.55-5176126一 临时工程km14、.8590580595320545929558588.33135057583829179891056482920017-59571375786608432147824.44-2589236.11-4660625二路基工程km1.8214971791936682810759348.892837965134632322865636918958-20388551804693610026075.56733273.331319892三路面工程km1.8372463883355530518641836.1178942262382408655758571788077-369154835390698196615、498.89-1019662.78-1835393四桥梁涵洞工程km1.8000000000000五交叉工程km1.8000000000000七公路设施及预埋管线工程km1.8000000000000费用计算调整元00000000000编制：复核：审批：-103520242024年年6 6月月2727日日合价差率（）（合价差/收入）备注清单编码（与XX章直接成本测算明细表对应）汇总标志成本合计公式复核清单最低级为1本列单元格红色表示错误-4.88%-1-8.76%-A-130371206.82%-B-11119897-5.47%-C-119034710.00%-D-100.00%-E-100.6、00%-G-100.00%-TZ10万元项项目目成成本本测测算算汇汇总总表表工工程程名名称称：中中华华大大街街南南延延（南南二二环环-南南三三环环）道道路路工工程程-道道路路工工程程施施工工1 1标标段段（K0+000-K1+800K0+000-K1+800）编编制制时时间间：20242024年年6 6月月2727日日章节号项目名称计量单位预计总收入预计总成本合价差（收入-成本）合价差率（）（合价差/收入）备注工机费材料费其他直接费项目管理费税金合计第一部分 建筑安装工程费元1178016262423794975579116998170651798456115.27%一道路工程元59058057、9135057583829179851797556726050312.29%1拆除及路基工程元163822425958184687062912828813355342921.69%2路面工程元3176163250166702355117228567842319379010.06%3附属工程元1091418525309047869997104009015132844.70%二桥涵工程元2149717928379651346323216301197519598224.17%三排水工程元3724638878942262382408631718312552807614.84%以上合计元117801628、62423794975579116998170651798456115.27%税金调整元14256161425616100.00%预制场、材料场、梁场元984734984734-984734按收入0.7%计列安全生产、文明施工费用元3960898211014421101441850754安全生产按收入1%计列，文明施工按收入0.5%计列施工便道费用元281353281353-281353按收入0.2%计列桥涵工程模板费用元15048031504803-1504803按桥涵工程7%估列零用工费用元2110144按收入1.5%计列零用机械费用元1406763按收入1%计列规费元27689935629、70525627052-2858059-103.22%按收入4%计列措施项目费用元4439161500000暂列金元102800009149200总 计14067629424237949760791161754714156270521547439213896565017106431.22%降造后收入1395508831389656505852330.42%按收入0.8%计列编制：复核：审批：直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数10、综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3中华大街南延（南二环-南三环）道路工程-道路工程施工1标段（K0+000-K1+800）km1.8117801626第一部分 建筑安装工程费元11780162624237949755791160998170650一中华大街南延（南二环-南三环）道路工程-道路工程施工1标段路基工程元59058059001010135057583829179805179755601中华大街南延（南二环-南三环）道路工程-道路工程施工1标段路基工程拆除及路基元163822420010105958111、84687062901282881301挖基坑内土方1.土壤类别：一、二类土2.工程量需现场确认3.清单量同定额量m311472.645.075816611472.642.3187541012.322660200266022.322余方弃置1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量3.清单量同定额量m311472.642528681611472.64010114.971716980017169814.97余方弃置清单子项m11472.642528681611472.642.997310133438700343873增运14kmm11472.64011472.640.8512、49140111.971373110013731111.973单向拉伸HDPE塑料土工格栅EG200R1.技术指标见图纸D293571728.31101114835717010122.4235717765058080077522.42单向拉伸HDPE塑料土工格栅EG200R清单子项3571728.31101114835717110113571700357171单向拉伸HDPE塑料土工格栅EG200R3571703571701211.0221.420765058076505821.424单向拉伸HDPE塑料土工格栅EG130R1.技术指标见图纸D2922942.318.564258092294213、.3010113.7522942292514031545613.75单向拉伸HDPE塑料土工格栅EG130R清单子项22942.318.5642580922942.3110112294200229421单向拉伸HDPE塑料土工格栅EG130R22942.3022942.30112.51.0212.750292514029251412.755单向拉伸HDPE塑料土工格栅EG90R1.技术指标见图纸D2944096.915.5868703044096.901019.164409735983104039289.16单向拉伸HDPE塑料土工格栅EG90R清单子项44096.915.586870304414、096.9110114409700440971单向拉伸HDPE塑料土工格栅EG90R44096.9044096.90181.028.16035983103598318.166塑料土工格栅HDPE连接棒m4562.399.88450764562.390111.021.0204654046541.027混凝土挡墙1.预拌C30预拌混凝土2.沉降缝采用二毡三油3.泄水管（DN100）安装4.模板及脚手架5.泵送m536.31584.75313607536.310101409.75610211587300219751409.75混凝土挡墙清单子项m536.31584.75313607536.3111315、.3101113.3607640060764113.3预拌C30预拌混凝土m536.310536.3101260126001394410139441260泄水管m88.32088.322.911012.91257002572.91第 5 页泄水管m88.32088.3201901.0190.9080280802890.9沉降缝m220.80220.801501.0251011261011261518现浇构件钢筋1.钢筋规格:10以内2.部位:挡土墙t1.216542.4579161.2101014263.645444615051594263.64现浇构件钢筋清单子项t1.216542.457916、161.21449.9967101449.5954400544449.59现浇构件钢筋t1.2101.210137951.0053814.0504615046153814.059现浇构件钢筋1.钢筋规格:10以外2.部位:挡土墙t87.486203.2254265887.4801014263.983936633364703730134263.98现浇构件钢筋清单子项t87.486203.2254265887.48449.9967101450393660039366450现浇构件钢筋t87.48087.480137951.0053813.98033364703336473813.9810挖挡墙条17、基土方1.土壤类别：一、二类土2.清单量同定额量m65.185.0132765.182.3187541012.32151001512.3211余方弃置 清单量同定额量1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量3.清单量同定额量m65.1825163065.18010114.969750097514.96余方弃置 清单量同定额量清单子项m65.1825163065.182.99731012.99195001952.99增运14kmm65.18065.180.8549140111.977800078011.9712混凝土挡墙条基1.预拌C30预拌混凝土2.泵送m65.18318、32.182165165.180101374.61738517032024417374.61混凝土挡墙条基清单子项m65.18332.182165165.18113.3101113.37385007385113.3预拌C30预拌混凝土m65.18065.18012601.005261.31017032017032261.3113浆砌片石护脚1.片石m977.66298.11291450977.660101238.25977691351540232923238.25浆砌片石护脚清单子项m977.66298.11291450977.66100.0027101100977690097769100片石19、m1143.8601143.860173.51.180.8509248109248180.85M7.5水泥砂浆m322.630322.6301129.6721.02132.27042673042673132.2714混凝土帽石1.预拌C30预拌混凝土2.模板3.泵送m137.803347.1847842137.8030101375.91561336187051800375.9混凝土帽石清单子项m137.803347.1847842137.803113.3101113.3156130015613113.3预拌C30预拌混凝土m137.8030137.803012601.01262.603618720、036187262.615袋装圆砾土码砌1.具体要求见图纸说明m804.47114.8192361804.4741.6257610141.6333487003348741.63直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 6 页16回填碎石土（K0+513-0+606.11段深基坑）清单量同定额量1.碎石含量不低于21、30%。且填料最大粒径不大于20CM2.清单量同定额量m48311.0638.12184161848311.06010137.2129010315077400179784337.21回填碎石土（K0+513-0+606.11段深基坑）清单量同定额量清单子项m48311.0638.12184161848311.066.00491016290103002901036碎石m14493.32014493.32011011.03104.030150774001507740104.0317回填8%灰土（K0+606.11-0+770段深基坑）1.清单量同定额量m83034.6128.9424030228322、034.61010133.749861522996900279830533.7回填8%灰土（K0+606.11-0+770段深基坑）清单子项m83034.6128.94240302283034.616.00491016498615004986156白石灰t9226.0709226.07012421.03249.260229969002299690249.2618掺6%水泥地基处理（K0+606.11-0+770段深基坑）1.厚度：20CM2.清单量同定额量m24588.9214.4660804588.9201014.965511172440227554.96掺6%水泥地基处理（K0+606.123、1-0+770段深基坑）清单子项m24588.9214.4660804588.920101000000掺6%水泥地基处理m3917.780917.786.0049101655110055116水泥t55.067055.067013071.02313.15017244017244313.1519中华大街南延全长范围内土方倒运1.土方单向倒运，按6元/M3计入，（不含税）2.清单量同定额量3.工程量需现场确认后，予以计量m18432.6611059618432.62.99731013552480055248320土方5公里内场外倒运1.清单量同定额量2.工程量需现场确认后，予以计量m122944.24、21110.471287226122944.2110.85495014.27525525005255254.2721栏杆外围墙1.1.8米高，做法选用图集12J9-1,3页砖围墙22.双面抹灰刷涂料3.墙体材料：非粘土实心砖m40.22545.272193140.220101756.791489515543030438756.79栏杆外围墙清单子项m40.22545.272193140.22194.99961011957843007843195抹面m2350035014.996810115524900524915刷涂料m235003505.151015.1518030018035.15砖千块225、0.59264020.59264012501.005251.250517405174251.25沙子t14.8814014.881401501.0351.470766076651.47水泥t30.9694030.9694013071.01310.080960309603310.08直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=26、11/3第 7 页22机械成孔灌注桩（1200mm，有效桩长24.8m）1.机械成孔2.空桩施工3.护筒埋设4.灌注C30水下混凝土（不泵送）5.凿桩头6.余方弃置7.泥浆制作及外运8.空钻施工m967.21332.851289133967.20101554.772576172789610536578554.77机械成孔灌注桩（1200mm，有效桩长24.8m）清单子项m967.21332.851289133967.2240.000310124023212800232128240凿除桩头个390392341012349126009126234混凝土m1093.3201093.32012431.27、05255.1502789610278961255.15余方弃置运距15kmm1093.3201093.322.9973101332770032773增运14kmm1093.3201093.320.8549140111.9713086001308611.9723钢筋笼1.钢筋种类：HPB300HRB4002.钢筋规格：综合3.部位:灌注桩4.钢筋运输t78.096978.4454494678.0901014271.933279830079703335954271.93钢筋笼清单子项t78.096978.4454494678.09420.0031101420327980032798420钢筋t728、8.09078.090137951.0153851.93030079703007973851.9324冠梁1.预拌混凝土C30砼2.模板3.泵送m110.5436.0548184110.501013601105028730039780360冠梁清单子项m110.5436.0548184110.5100.0027101100110500011050100预拌混凝土C30砼m110.50110.501260126002873002873026025现浇构件钢筋1.钢筋规格:10以内2.部位:冠梁t2.416536.78157542.4101014234.02101291920102044234.029、2现浇构件钢筋清单子项t2.416536.78157542.41420.0031101419.921012001012419.92钢筋t2.4102.410137951.0053814.1109192091923814.1126现浇构件钢筋1.钢筋规格:10以外2.部位:冠梁t8.156197.21505078.1501014271.93423313930348164271.9现浇构件钢筋清单子项t8.156197.21505078.15420.00311014203423003423420钢筋t8.1508.150137951.0153851.90313930313933851.927锚索130、.规格:3S17.8、4S17.8预应力锚索2.钻孔直径150mm3.锚头制作4.锚孔注浆t36.3320363.0673979036.33010121373585640190841077648121373直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 8 页锚索清单子项t36.3320363.0673979036.31、330101000000锚索m11262.3011262.352101.06525856400058564052钢绞线t36.33036.330151001.035252.99019084101908415252.99281.80mm厚C25砼锚喷m21725.551.61890531725.5010130.2172573485505211230.21.80mm厚C25砼锚喷清单子项m21725.551.61890531725.510.00131011017257001725710C25砼m138.040138.04012501.01252.5034855034855252.529钢筋网片1.32、钢筋规格:8150*1502.部位:锚喷砼内t9.994886.86488209.9901014364.065495381020435974364.06钢筋网片清单子项t9.994886.86488209.99550101550.055495005495550.05钢筋t9.9909.990137951.0053814.010381020381023814.0130钢筋土钉1.土钉2.部位:锚喷砼内t2.645043.51133152.6401014282.951188101190113074282.95钢筋土钉清单子项t2.645043.51133152.64449.99671014501133、88001188450钢筋t2.6402.640137951.013832.950101190101193832.9531拆除砖砌花池1.工程量需现场确认m5.96107.246395.9621.3658974410121.311270012721.3132拆除人行道1.结构：20CM级配碎石+3CM粗砂找平+6CM便道砖2.工程量需现场确认m22574.42.8874142574.401012.1655510055512.16拆除人行道清单子项m22574.42.8874142574.40101000000拆除便道砖m154.460154.4621.3658974410121.363300034、0330021.36挖除粗砂m77.23077.232.3187541012.32179001792.32挖除碎石m514.880514.884.023561014.0220720020724.0233挖花池内土方1.土壤类别：一、二类土2.清单量同定额量m120.775.05610120.772.3187541012.32280002802.3234垃圾外运1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量3.清单量同定额量m873.3062521833873.306010114.9713070001307014.97垃圾外运清单子项m873.3062521833873.3035、62.9973101326180026183增运14kmm873.3060873.3060.8549140111.9710452001045211.9735拆除路面1.结构层：16CM石灰粉煤灰土，36CM水泥稳定碎石，18CM沥青混凝土2.工程量及结构层需现场确认m29142.5414.641338479142.54010127.32495640024956427.3直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其36、他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 9 页拆除路面清单子项m29142.5414.641338479142.540101000000拆除路面m6399.77806399.77838.995810139249564002495643936垃圾外运 清单量同定额量1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量m6399.778251599946399.778010118.051154880011548818.05垃圾外运清单子项m6399.778251599946399.7785.50021015.535200037、0352005.5增运14kmm6399.77806399.7780.8961140112.5580288008028812.5537挖1.5米宽绿化带土方1.土壤类别：一、二类土2.工程量需现场确认3.清单量同定额量m73.325.0136773.322.3187541012.32170001702.3238拆除路面（中华大街机动车道）1.结构层：16CM石灰粉煤灰土，36CM水泥稳定碎石，18CM沥青混凝土2.工程量及结构层需现场确认m232.5914.5547432.59010127.318900089027.31拆除路面（中华大街机动车道）清单子项m232.5914.5547432.538、90101000000拆除路面m22.813022.81338.995810139.018900089039.0139拆除路面（中华大街非机动车道）1.结构层：16CM石灰粉煤灰土，18CM水泥稳定碎石，10CM沥青混凝土2.工程量及结构层需现场确认m232.598.4127432.59010117.155590055917.15拆除路面（中华大街非机动车道）清单子项m232.598.4127432.590101000000拆除路面m14.3396014.339638.995810138.985590055938.9840拆除路缘石1.材质：青石2.规格：15*30*753.工程量需现场确认m39、130.352.09272130.3501010.96125001250.96拆除路缘石清单子项m130.352.09272130.350101000000拆除路缘石m5.8705.8721.3658974410121.291250012521.2941垃圾外运 清单量同定额量1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量m116.338252908116.338010118.05210000210018.05垃圾外运清单子项m116.338252908116.3385.50021015.5640006405.5增运14kmm116.3380116.3380.896114040、112.55146000146012.5542拆除清水街车道1.结构层：30CM灰土，15CM石灰粉煤灰碎石，10CM沥青混凝土2.工程量及结构层需现场确认m23611.629.13329743611.62010121.4577461007746121.45拆除清水街车道清单子项m23611.629.13329743611.620101000000直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234541、67=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 10 页拆除路面m1986.39101986.39138.9958101397746100774613943拆除清水街人行道1.结构：20CM级配碎石+3CM粗砂找平+6CM便道砖2.工程量需现场确认m23567.572.88102753567.5701012.1676920076922.16拆除人行道清单子项m23567.572.88102753567.570101000000拆除便道砖m214.050214.0521.3658974410121.36457300457321.36挖除粗砂m107.027101042、7.02712.3187541012.32248002482.32挖除碎石m713.5140713.5144.023561014.0228710028714.0244拆除清水街路缘石1.材质：青石2.规格：15*30*753.工程量需现场确认m880.882.121867880.8801010.96847008470.96拆除清水街路缘石清单子项m880.882.121867880.880101000000拆除路缘石m39.6396039.639621.3658974410121.378470084721.3745拆除清水街小侧石1.材质：混凝土2.规格：10*25*493.工程量需现场确认m43、880.881.571383880.8801010.53471004710.53拆除清水街小侧石清单子项m880.881.571383880.880101000000拆除路缘石m22.022022.02221.3658974410121.394710047121.3946垃圾外运 清单量同定额量1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量m3082.64825770663082.648010118.0555628005562818.05垃圾外运清单子项m3082.64825770663082.6485.50021015.51695500169555.5增运14kmm30844、2.64803082.6480.8961140112.5538673003867312.5547拆除路面（中华大街机动车道）1.结构层：16CM石灰粉煤灰土，36CM水泥稳定碎石，18CM沥青混凝土2.工程量及结构层需现场确认m2284014.67416632840010127.377524007752427.3拆除路面（中华大街机动车道）清单子项m2284014.674166328400101000000拆除路面m19880198838.9958101397752400775243948拆除中华大街人行道1.结构：20CM级配碎石+3CM粗砂找平+6CM便道砖2.工程量需现场确认m2188045、2.825302188001012.1640540040542.16拆除人行道清单子项m218802.82530218800101000000拆除便道砖m112.80112.821.3658974410121.37241000241021.37挖除粗砂m56.4056.42.3187541012.32131001312.32直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*46、49=3*5*61011=8+9+1012=11/3第 11 页挖除碎石m37603764.023561014.0215130015134.0249拆除中华大街路缘石1.材质：青石2.规格：15*30*753.工程量需现场确认m8002.08166480001010.96769007690.96拆除中华大街路缘石清单子项m8002.0816648000101000000拆除路缘石m3603621.3658974410121.367690076921.3650拆除中华大街小侧石1.材质：混凝土2.规格：10*25*493.工程量需现场确认m8001.55124080001010.5342700447、270.53拆除清水街小侧石清单子项m8001.5512408000101000000拆除路缘石m2002021.3658974410121.354270042721.3551垃圾外运 清单量同定额量1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量m2589.225647302589.2010118.0546724004672418.05垃圾外运清单子项m2589.225647302589.25.50021015.51424100142415.5增运14kmm2589.202589.20.8961140112.5532483003248312.5552拆除路面（中华大街机动车48、道）1.结构层：16CM石灰粉煤灰土，36CM水泥稳定碎石，18CM沥青混凝土2.工程量及结构层需现场确认m23705.2114.7544673705.21010127.31011410010114127.3拆除路面（中华大街机动车道）清单子项m23705.2114.7544673705.210101000000拆除路面m2593.64702593.64738.995810139101141001011413953拆除路面（小区院内砼路面）1.结构层：20CM混凝土路面2.工程量及结构层需现场确认m23705.2118.46683983705.21010111.234160600416061149、.23拆除路面（小区院内砼路面）清单子项m23705.2118.46683983705.210101000000拆除路面m741.0420741.04256.145310156.1541606004160656.1554垃圾外运 清单量同定额量1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量m3334.68925833673334.689010118.0560176006017618.05垃圾外运清单子项m3334.68925833673334.6895.50021015.51834100183415.5增运14kmm3334.68903334.6890.896114011250、.5541835004183512.5555拆除路面（小区院内砼路面）1.结构层：20CM混凝土路面2.工程量及结构层需现场确认m26919.0918.41273116919.09010111.2377695007769511.23直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 12 页拆除路面（小区院内砼路面）清单51、子项m26919.0918.41273116919.090101000000拆除路面m1383.81801383.81856.145310156.1577695007769556.1556垃圾外运 清单量同定额量1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量m1383.81825345951383.818010118.0524972002497218.05垃圾外运清单子项m1383.81825345951383.8185.50021015.576110076115.5增运14kmm1383.81801383.8180.8961140112.5517361001736112.52、5557拆除清水街车道1.结构层：30CM灰土，15CM石灰粉煤灰碎石，10CM沥青混凝土2.工程量及结构层需现场确认m2657.59.125996657.5010121.4514102001410221.45拆除路面（中华大街机动车道）清单子项m2657.59.125996657.50101000000拆除路面m361.6250361.62538.9958101391410200141023958垃圾外运 清单量同定额量1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量m361.625259041361.625010118.05652600652618.05垃圾外运清单子项m53、361.625259041361.6255.50021015.519890019895.5增运14kmm361.6250361.6250.8961140112.55453700453712.5559拆除花岗岩地面1.结构层：20CM混凝土，3CM水泥砂浆，6CM花岗岩2.工程量及结构层需现场确认m25229.1319.581023865229.13010116.2885142008514216.28拆除花岗岩地面清单子项m25229.1319.581023865229.130101000000拆除路面m1516.4501516.4556.145310156.1585142008514256.154、560垃圾外运 清单量同定额量1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量m1516.44825379111516.448010118.0527365002736518.05垃圾外运清单子项m1516.44825379111516.4485.50021015.583410083415.5增运14kmm1516.44801516.4480.8961140112.5519024001902412.5561拆除路面（中华大街机动车道）1.结构层：16CM石灰粉煤灰土，36CM水泥稳定碎石，18CM沥青混凝土2.工程量及结构层需现场确认m21669.0514.612438516655、9.05010127.345560004556027.3拆除路面（中华大街机动车道）清单子项m21669.0514.61243851669.050101000000拆除路面m1168.33501168.33538.99581013945560004556039直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 13 页656、2垃圾外运 清单量同定额量1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量m1168.33525292081168.335010118.0521083002108318.05垃圾外运清单子项m1168.33525292081168.3355.50021015.564260064265.5增运14kmm1168.33501168.3350.8961140112.5514657001465712.5563拆除清水街车道1.结构层：30CM灰土，15CM石灰粉煤灰碎石，10CM沥青混凝土2.工程量及结构层需现场确认m268889.11627506888010121.4514773257、0014773221.45拆除清水街车道清单子项m268889.116275068880101000000拆除路面m3788.403788.438.995810139147732001477323964拆除清水街人行道1.结构：20CM级配碎石+3CM粗砂找平+6CM便道砖2.工程量需现场确认m268042.8419323680401012.161467000146702.16拆除清水街人行道清单子项m268042.841932368040101000000拆除便道砖m408.240408.2421.3658974410121.36872200872221.36挖除粗砂m204.120204.58、122.3187541012.32473004732.32挖除碎石m1360.801360.84.023561014.0254750054754.0265拆除清水街路缘石1.材质：青石2.规格：15*30*753.工程量需现场确认m16802.13528168001010.9616150016150.96拆除清水街路缘石清单子项m16802.1352816800101000000拆除路缘石m75.6075.621.3658974410121.36161500161521.3666拆除清水街小侧石1.材质：混凝土2.规格：10*25*493.工程量需现场确认m16801.56262116800159、010.53897008970.53拆除清水街小侧石清单子项m16801.56262116800101000000拆除路缘石m4204221.3658974410121.368970089721.3667垃圾外运 清单量同定额量1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量m5879.16251469795879.16010118.051060930010609318.05垃圾外运清单子项m5879.16251469795879.165.50021015.53233700323375.5增运14kmm5879.1605879.160.8961140112.55737560060、7375612.5568拆除路面1.结构层：20CM混凝土路面2.工程量及结构层需现场确认m227618.595131276010111.23309900309911.23直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 14 页拆除路面（小区院内砼路面）清单子项m227618.5951312760101000000拆61、除路面m55.2055.256.145310156.14309900309956.1469垃圾外运 清单量同定额量1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量m55.225138055.2010118.069970099718.06垃圾外运清单子项m55.225138055.25.50021015.51304003045.51增运14kmm55.2055.20.8961140112.556930069312.5570拆除路面1.结构层：20CM混凝土路面2.工程量及结构层需现场确认m21400018.425760014000010111.2315720700157207162、1.23拆除路面（小区院内砼路面）清单子项m21400018.4257600140000101000000拆除路面m28000280056.145310156.151572070015720756.1571垃圾外运 清单量同定额量1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量m280025700002800010118.0550528005052818.05垃圾外运清单子项m2800257000028005.50021015.51540100154015.5增运14kmm2800028000.8961140112.5535127003512712.5572拆除路面（按中华大63、街机动车道）1.结构层：16CM石灰粉煤灰土，36CM水泥稳定碎石，18CM沥青混凝土2.工程量及结构层需现场确认m22215.0514.68325172215.05010127.360464006046427.3拆除路面（按中华大街机动车道）清单子项m22215.0514.68325172215.050101000000拆除路面m1550.53501550.53538.9958101396046400604643973拆除路肩0.75米宽10CM厚C15砼1.工程量及结构层需现场确认m2226.449.262097226.4401018.5519350019358.55拆除路肩0.75米宽164、0CM厚C15砼清单子项m2226.449.262097226.440101000000凿除混凝土m22.644022.64485.4723931610185.45193500193585.4574拆除C匝道挡墙级配碎石垫层1.工程量及结构层需现场确认m186.177.411380186.1721.3658974410121.37397800397821.3775拆除C匝道挡墙垫层1.工程量及结构层需现场确认m51.677.4338451.6785.4723931610185.47441600441685.4776拆除C挡墙钢筋砼挡墙1.工程量及结构层需现场确认m710.9425.49181265、2710.94128.204188101128.2911450091145128.277垃圾外运 清单量同定额量1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量m2521.95925630492521.959010118.0545510004551018.05垃圾外运清单子项m2521.95925630492521.9595.50021015.51387100138715.5增运14kmm2521.95902521.9590.8961140112.5531639003163912.55直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量66、成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 15 页78挖路床土方1.土壤类别：一、二类土2.清单量同定额量（含清表土工程量）m74381.755.0237339674381.752.3187541012.32172473001724732.3279路床回填方1.填方材料品种:素土2.夯填3.清单量同定额量m5362.073.17169985362.073.5021013.51877800187783.67、580单向倒运土方1.综合单价6元/m3(不含税)2.工程量需现场确认后，予以计量3.清单量同定额量m5362.076321725362.072.99731013160720016072381余方弃置1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量3.清单量同定额量m69019.6825172549269019.68010114.97103294200103294214.97余方弃置 清单子项m69019.6825172549269019.682.99731013206873002068733增运14kmm69019.68069019.680.8549140111.9782668、0690082606911.972中华大街南延（南二环-南三环）道路工程-道路工程施工1标段路基工程路面元31761632001010501667023551172028567842082路床整形1.部位:路基2.范围:机动车道m281058.362.1317265481058.360.6075239321010.614924500492450.6183石灰、粉煤灰、土1.厚度:16cm2.厂拌3.养生m281058.3612.8103754781058.36010120.0325521313685700162378320.03石灰、粉煤灰、土清单子项m281058.3612.8103754769、81058.361.99821012161971001619712厂拌材料m12969.34012969.347.18941017.199324200932427.19石灰t1945.40101945.401012421.03249.2604849110484911249.26粉煤灰t5836.20305836.203011471.03151.4108836590883659151.4184水泥稳定碎石1.厚度：18cm2.厂拌3.养生m281058.3628.55231421681058.36010122.0826686815229330178980122.08水泥稳定碎石清单子项m281070、58.3628.55231421681058.361.99821012161971001619712厂拌材料m14590.5014590.57.18941017.19104897001048977.19水泥t1736.9601736.96013071.02313.1405439120543912313.14碎石m13625.52013625.520165.321.171.850979021097902171.8585水泥稳定碎石1.厚度：18cm2.厂拌3.养生m281058.3628.68232475481058.36010122.0826686815229340178980222.08水泥71、稳定碎石清单子项m281058.3628.68232475481058.361.99821012161971001619712厂拌材料厂拌材料m14590.5014590.57.18941017.19104897001048977.19直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 16 页水泥水泥t1736.96472、301736.9643013071.02313.1405439130543913313.14碎石碎石m13625.52013625.520165.321.171.850979021097902171.8586透层油1.材料品种:乳化沥青PC-22.喷油量:1.0kg/m2m279885.794.6437067079885.7901011.61320909691801290081.61透层油清单子项m279885.794.6437067079885.790.40171010.43209000320900.4乳化沥青PC-2t87.2353087.23530111001.011111096918073、96918111187下封层1.SBS改性沥青单层表面处治2.沥青用量1-1.5kg/m23.集料为S12型，5-8m3/1000m2，厚度10mmm279885.799.8778847379885.7901018.576911761562406847418.57下封层清单子项m279885.799.8778847379885.790.86521010.876911700691170.87sbs改性沥青t119.82870119.82870145001.014545054462105446214545集料为S12型m639.090639.09011011.1111.1071003071003174、11.188粗粒式沥青混凝土(AC-25C)1.沥青混凝土种类:AC-25C密级配粗粒式沥青混2.厚度:8cm3.密级配沥青混凝土为甲控材，数量8467.8948m3，单价为822.5元/m3（含税）m279885.79111.61891605379885.790101107.031584934696484308549777107.03粗粒式沥青混凝土(AC-25C)清单子项m279885.79111.61891605379885.7919.8410119.84158493400158493419.84沥青混凝土m8467.894808467.894801822.51822.50696484375、06964843822.589中粒式沥青混凝土（AC-20C）1.沥青混凝土种类:AC-20C密级配中粒式沥青混凝土2.厚度:6cm3.乳化沥青粘层油（PC-3）:0.5L/m24.密级配沥青混凝土为甲控材，数量5240.5085m3，单价为864元/m3（含税）m279885.7977.36617996579885.79010171.56118870145277990571650071.56中粒式沥青混凝土（AC-20C）清单子项m279885.7977.36617996579885.7914.8810114.88118870100118870114.88沥青混凝土m5240.508505276、40.50850186418640452779904527799864直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 17 页90 细粒式改性沥青混凝土（SBS AC-13C）1.沥青混凝土种类:AC-13C密级配细粒式改性沥青混凝土2.厚度:4cm3.乳化沥青粘层油（PC-3）:0.5L/m24.密级配沥青混凝土为77、甲控材，数量4273.8903m3，单价为1080元/m3（含税）m279885.7978.94630618479885.79010167.779246746158020540826967.7 细粒式改性沥青混凝土（SBS AC-13C）清单子项m279885.7978.94630618479885.799.921019.92792467007924679.92沥青混凝土m4273.890304273.8903011080110800461580204615802108091水泥混凝土路面（B、C匝道0.7m宽土路肩）1.混凝土强度等级：预拌混凝土C152.厚度：10cm3.养生m2226.478、427.526232226.44010133.51271748710758833.51水泥混凝土路面（B、C匝道0.7m宽土路肩）清单子项m2226.4427.526232226.4411.999510112271700271712预拌混凝土C15m22.644022.644012131.01215.110487104871215.1192路床整形1.部位:路基2.范围:非机动车道m216126.071.422289916126.070.6075239321010.6197970097970.6193石灰、粉煤灰、土1.厚度:16cm2.厂拌3.养生m216126.0717.02274466179、6126.07010120.0350773272269032304220.03石灰、粉煤灰、土清单子项m216126.0717.0227446616126.071.998210123222300322232厂拌材料m2580.171202580.17127.18941017.191855000185507.19石灰t387.02570387.0257012421.03249.26096470096470249.26粉煤灰t1161.07701161.077011471.03151.4101757990175799151.4194水泥稳定碎石1.厚度:18cm2.厂拌3.养生m216126.0780、038.2661698316126.07010122.0853092302978035607022.08水泥稳定碎石清单子项m216126.07038.2661698316126.071.998210123222300322232厂拌材料厂拌材料m2902.6902902.697.18941017.192086900208697.19水泥水泥t345.55830345.5583013071.02313.1401082080108208313.14碎石碎石m2710.7102710.710165.321.171.850194770019477071.8595透层油1.材料品种:乳化沥青PC-2281、.喷油量:1.0L/m2m214250.134.666640614250.1301011.615724172880230121.61透层油清单子项m214250.134.666640614250.130.40171010.457240057240.4直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 18 页乳化沥青PC82、-2t15.5611015.56110111001.011110.980172880172881110.9896下封层1.SBS改性沥青单层表面处治2.沥青用量1-1.5kg/m23.集料为S12型，5-8m3/1000m2，厚度10mmm214250.1310.2114549414250.1301018.421232910770201200318.42下封层清单子项m214250.1310.2114549414250.130.86521010.871232900123290.87sbs改性沥青t21.3752021.375201450014499.980961880961884499.98集83、料为S12型m114011401101110101151401151410197中粒式沥青混凝土（AC-20C）1.沥青混凝土种类:AC-20C密级配中粒式沥青混凝土2.厚度:6cm3.乳化沥青粘层油（PC-3）:0.5L/m24.密级配沥青混凝土为甲控材，数量934.8066m3，单价为864元/m3（含税）m214250.1377.12109897014250.13010171.562120428076730101971571.56中粒式沥青混凝土（AC-20C）清单子项m214250.1377.12109897014250.1314.8810114.882120420021204214.84、88沥青混凝土m934.80660934.80660186418640807673080767386498细粒式沥青混凝土（AC-13C）1.沥青混凝土种类:AC-13C密级配细粒式沥青混凝土2.厚度:4cm3.乳化沥青粘层油（PC-3）:0.5L/m24.密级配沥青混凝土为甲控材，数量762.3808m3，单价为912元/m3（含税）m214250.1368.3797428114250.13010158.71141361695291083665258.71细粒式沥青混凝土（AC-13C）清单子项m214250.1368.3797428114250.139.921019.9214136100185、413619.92沥青混凝土m762.38080762.380801912191206952910695291912113水泥混凝土路面1.混凝土强度等级：预拌混凝土C302.厚度：20cm3.养生m2139.4958.418148139.49010161.09167468470852161.09水泥混凝土路面清单子项m2139.4958.418148139.4911.999510112167400167412预拌混凝土C30m27.898027.898012431.01245.430684706847245.43114水泥混凝土路面1.混凝土强度等级：预拌混凝土C302.厚度：25cm3.养86、生m2232.4872.5516866232.48010173.3627901426401705473.36水泥混凝土路面清单子项m2232.4872.5516866232.4811.999510112279000279012预拌混凝土C30m58.12058.12012431.01245.42014264014264245.42115土工格栅m2511.457.283723511.4501013.965111513020243.96直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量87、工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 19 页土工格栅清单子项m2511.457.283723511.4511011511005111土工格栅m2511.450511.45012.91.022.9601513015132.96116玻纤土工格栅m2185.987.251348185.9801013.9618655007363.96玻纤土工格栅清单子项m2185.987.251348185.9811011186001861玻纤土工格栅m2185.980185.980188、2.91.022.96055005502.96117透层油1.材料品种:乳化沥青PC-22.喷油量:1.0L/m2m2325.4654.641510325.46501011.613139105221.6透层油清单子项m2325.4654.641510325.4650.40171010.4131001310.4乳化沥青PC-2t0.355400.355401110011100.17039103911100.17118下封层1.SBS改性沥青单层表面处治2.沥青用量1-1.5kg/m23.集料为S12型，5-8m3/1000m2，厚度10mmm2325.46510.163307325.46501089、18.422822460027428.42下封层清单子项m2325.46510.163307325.4650.86521010.87282002820.87sbs改性沥青t0.488200.488201450014500.202197021974500.2集料为S12型m2.6037202.60372011011101.0102630263101.01119粗粒式沥青混凝土(AC-25C)1.沥青混凝土种类:AC-25C密级配粗粒式沥青混2.厚度:8cm3.密级配沥青混凝土为甲控材，数量34.5020m3，单价为822.5元/m3（含税）m2325.465113.3336885325.465090、101107.03645728378034835107.03粗粒式沥青混凝土(AC-25C)清单子项m2325.465113.3336885325.46519.8410119.84645700645719.84沥青混凝土m34.502034.50201822.51822.5028378028378822.5120中粒式沥青混凝土（AC-20C）1.沥青混凝土种类:AC-20C密级配中粒式沥青混凝土2.厚度:6cm3.乳化沥青粘层油（PC-3）:0.5L/m24.密级配沥青混凝土为甲控材，数量27.4536m3，单价为864元/m3（含税）m2418.45577.3332359418.4550191、0171.5762272372002994771.57中粒式沥青混凝土（AC-20C）清单子项m2418.45577.3332359418.45514.8810114.88622700622714.88沥青混凝土m27.4536027.4536018641864023720023720864直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+92、1012=11/3第 20 页121 细粒式改性沥青混凝土（SBS AC-13C）1.沥青混凝土种类:AC-13C密级配细粒式改性沥青混凝土2.厚度:4CM3.乳化沥青粘层油（PC-3）:0.5L/m24.密级配沥青混凝土为甲控材，数量27.3647m3，单价为1080元/m3（含税）m2511.45580.6341239511.455010167.750742955403462867.7 细粒式改性沥青混凝土（SBS AC-13C）清单子项m2511.45580.6341239511.4559.921019.9250740050749.92沥青混凝土m27.3647027.36470110893、01108002955402955410803中华大街南延（南二环-南三环）道路工程-道路工程施工1标段路基工程附属元1091418500101025309047869997010400901099人行道整形碾压1.人行道整形碾压m222077.541.433157122077.541.998210124411500441152100级配碎石1.厚度:20cmm220045.3534.1868515020045.35010124.2240055445408048546324.22级配碎石清单子项m220045.3534.1868515020045.351.998210124005500400594、52级配碎石m4009.0704009.07011011.1111.104454080445408111.1101级配碎石1.厚度:26cmm2762.0744.2633729762.07010130.8815232201302353630.88级配碎石清单子项m2762.0744.2633729762.071.9982101215230015232级配碎石m198.140198.14011011.1111.1022013022013111.1102级配碎石1.厚度:8cmm2508.0513.696955508.05010110.89101545160553110.89级配碎石清单子项m2595、08.0513.696955508.051.9982101210150010152级配碎石m40.644040.644011011.1111.110451604516111.11103级配碎石1.厚度:29cmm2762.0749.4137654762.07010134.2215232455302607634.22级配碎石清单子项m2762.0749.4137654762.071.9982101215230015232级配碎石m2210221011011.1111.1024553024553111.1104人行道块料铺设1.块料品种、规格:6cm彩色混凝土透水砖2.基础、垫层:3cm粗砂m2296、0803.0137.8178656220803.01010163.067280935838370131193063.06人行道块料铺设清单子项m220803.0137.8178656220803.0134.99941013572809300728093356cm彩色混凝土透水砖千块1040.150501040.1505015201.02530.405516960551696530.4粗砂m624.090624.0901501.0351.503214103214151.5105人行道整形碾压1.人行道整形碾压m23481.44873481.99821012695006952106级配碎石1.厚度97、:20cmm234834.2511919348010124.2269577330842824.22直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 21 页级配碎石清单子项m234834.25119193481.99821012695006952级配碎石m69.6069.6011011.1111.1107733077398、3111.11107人行道块料铺设1.块料品种、规格:6cm彩色混凝土透水砖2.基础、垫层:3cm粗砂m234837.5113053348010163.0712180976702194763.07人行道块料铺设清单子项m234837.511305334834.999410135121800012180356cm彩色混凝土透水砖千块17.4017.4015201.02530.40922909229530.4粗砂m10.44010.4401501.0351.530538053851.53108安砌路缘石（机非隔离带）1.材料品种、规格：花岗岩75*15*53mm2.基础、垫层：C20预拌混凝土基础99、见海绵体城市大样图m7090.81199.3514135537090.810101197.16261291113669801397989197.16安砌路缘石（机非隔离带）清单子项m7090.81199.3514135537090.818.003110185674800567488C20预拌混凝土m1805.3201805.32113.3101113.320454300204543113.3路缘石m7090.8107090.81011021.015103.5307341120734112103.53C20预拌混凝土m1805.3201805.32012231223040258604025862100、23109安砌路缘石（人行道绿化带两侧）1.材料品种、规格：花岗岩75*15*53mm2.基础、垫层：C20预拌混凝土基础见海绵体城市大样图m9813.57198.4819477979813.570101199.68369962158958601959548199.68安砌路缘石（人行道绿化带两侧）清单子项m9813.57198.4819477979813.578.003110187853900785398C20预拌混凝土m2572.1402572.14113.3101113.329142300291423113.3路缘石m9813.5709813.57011021.015103.530101101、599901015999103.53C20预拌混凝土m2572.1402572.1401223122305735870573587223110安砌开口路缘石（绿化带两侧）材料品种、规格：花岗岩75*15*53mm基础、垫层：C20预拌混凝土基础见海绵体城市大样图:m271.5198.5653909271.50101194.63977443069052843194.63安砌开口路缘石（绿化带两侧）清单子项m271.5198.5653909271.58.0031101821730021738C20预拌混凝土m67.09067.09113.3101113.37601007601113.3路缘石m27102、1.50271.5011021.015103.53028108028108103.53C20预拌混凝土m67.09067.09012231223014961014961223直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 22 页111安砌平石1.材料品种、规格：花岗岩75*30*10mm2.基础、垫层：8cm厚C1103、5预拌混凝土m12333.3562.2576775112333.35010156.0274061616815069087656.02安砌平石清单子项m12333.3562.2576775112333.356.004910167406100740616C15预拌混凝土m29602960101000000路缘石花岗岩75*30*10mmm12333.35012333.3501441.01544.660550807055080744.66C15预拌混凝土C15预拌混凝土m2960296012231223066008066008223112安砌侧石1.材料品种、规格：花岗岩49*10*25mm2.基础104、垫层：2cm厚预拌M7.5水泥砂浆m4986.0840.132000914986.08010132.9329941134244016418532.93安砌侧石清单子项m4986.0840.132000914986.086.004910162994100299416M7.5水泥砂浆m1010101000000路缘石m4986.0804986.080126.51.01526.90134113013411326.9M7.5水泥砂浆m10101129.6721.0113101310131131122级配碎石垫层1.厚度：300mmm452.95145.565904452.950101115.9521105、9750323052520115.95级配碎石垫层清单子项m452.95145.565904452.954.851014.8521970021974.85级配碎石m452.950452.95011011.1111.1050323050323111.1123混凝土垫层1.混凝土强度等级：预拌混凝土C152.模板m115.75299.6134680115.750101271.25674224655031397271.25混凝土垫层清单子项m115.75299.6134680115.7558.2510158.25674200674258.25预拌混凝土C15m115.750115.750121312106、13024655024655213124混凝土挡墙1.C30预拌混凝土2.沉降缝采用二毡三油3.泄水管（DN50）安装4.模板5.泵送m1032.6477.224927771032.60101378.771169942741250391119378.77混凝土挡墙清单子项m1032.6477.224927771032.6113.3101113.311699400116994113.3C30预拌混凝土m1032.601032.6012601.02265.202738460273846265.2石油沥青二毡三油卷材m251.6051.6014.731.024.83024902494.83泄水管m3107、0030011110300301直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 23 页125混凝土防撞护栏1.混凝土强度等级：C30预拌混凝土2.泵送3.模板4.真缝处聚苯乙烯硬质泡沫板5.含路灯及交通杆基础6.脚手架m368.516402.63148376368.5160101534.63101205958140108、197019534.63混凝土防撞护栏清单子项m368.516402.63148376368.5160101000000C30预拌混凝土m368.5160368.516274.6289101274.6310120500101205274.63C30预拌混凝土m368.5160368.516012601260095814095814260126挖一般土方（挡墙）1.土壤类别：一、二类2.挖土深度：2m以内3.清单量同定额量m1826.565.0892791826.562.3187541012.3242350042352.32127回填6%灰土1.部位：挡墙外侧和匝道、引道下部2.清单量同定额量m109、1862.741.51773211862.7010127.17111853942005060527.17回填6%灰土清单子项m1862.741.51773211862.76.004910161118500111856白石灰t158.150158.15012421.03249.26039420039420249.26128双向倒运土方1.综合单价12元/m3(不含税)2.工程量需现场确认后，予以计量3.清单量同定额量m2339.5512280752339.552.99732015.991402500140255.99129现浇构件钢筋1.钢筋规格:10以内2.部位:挡土墙t8.54871.414110、14078.501014329.064378324190367974329.06现浇构件钢筋清单子项t8.54871.41414078.5515101515.064378004378515.06钢筋t8.508.50137951.00538140324190324193814130现浇构件钢筋1.钢筋规格:10以外2.部位:挡土墙t45.2974624.8420949145.29701014366.932332817448101978094366.93现浇构件钢筋清单子项t45.2974624.8420949145.297515101515233280023328515钢筋t45.297045111、.2970137951.0153851.93017448101744813851.93131单波护栏（按图集05MR602-9)1.部位：B、C匝道2.护栏立柱间距2米3.镀锌m301.922176.8753401301.9220101144.36644937136043585144.36单波护栏（按图集05MR602-9)清单子项m301.922176.8753401301.92221.3610121.36644900644921.36单波护栏（按图集05MR602-9)m301.9220301.922011231123037136037136123132双波护栏（参图集05MR602-9)112、1.部位：K0+500-0+610深坑部位2.护栏立柱间距2米3.镀锌m110221.18243301100101195.36235019140021490195.36直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 24 页双波护栏（参图集05MR602-9)清单子项m110221.182433011021.3610113、121.36235000235021.36双波护栏（参图集05MR602-9)m1100110011741174019140019140174133挖一般土方（绿化带）1.土壤类别：一、二类2.挖土深度：2m以内3.清单量同定额量m29513.785.0814993029513.782.3187541012.326843500684352.32134绿化带底部75cm砾石m13411.24100.92135346213411.240101103.9780533131389901394432103.97绿化带底部75cm砾石清单子项m13411.24100.92135346213411.246.114、004910168053300805336砾石m13411.24013411.2401971.0197.97013138990131389997.97135绿化带回填种植土1.清单量同定额量m8857.716.71594358857.7101018.747737800773788.74绿化带回填种植土清单子项m8857.716.71594358857.712.3187541012.322053900205392.32运m8857.7108857.712.997310132654900265493增运4kmm8857.7108857.710.85494013.423029000302903.42115、136双向倒运土方1.综合单价12元/m3(不含税)2.工程量需现场确认后，予以计量3.清单量同定额量m8857.71121062938857.712.99732015.995309800530985.99137余方弃置1.综合单价25元/m3(不含税)2.工程量需现场确认后，予以计量3.清单量同定额量m20656.072551640220656.07010114.973091360030913614.97余方弃置清单子项m20656.072551640220656.072.997310136191200619123增运14kmm20656.07020656.070.8549140111.97116、2472240024722411.97138渗水土工布m248449.777.2234980748449.7701013.964845014331401917643.96渗水土工布清单子项m248449.777.2234980748449.77110114845000484501渗水土工布m248449.77048449.77012.91.022.96014331401433142.96139绿化带上部30cm防冲卵石层m124.074111.513834124.074010179.8474591610990679.84绿化带上部30cm防冲卵石层清单子项m124.074111.5138341117、24.0746.00491016745007456卵石m124.0740124.0740173.11.0173.83091610916173.83140防冲卵石层两侧路缘石1.材料品种、规格：花岗岩75*15*53mmm797.9122.7297918797.90101104.83638677261083647104.83防冲卵石层两侧路缘石清单子项m797.9122.7297918797.98.0031101863860063868路缘石m63.43305063.433050112001.0151217.990772610772611217.99直直接接成成本本测测算算明明细细表表 章节号项118、目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 25 页141人行道绿化带玻璃钢格栅1.厚度65mmm26965.83150.0710453626965.830101136.6669669449840951950136.66人行道绿化带玻璃钢格栅清单子项m26965.83150.0710453626965.831101169660069661玻璃钢格栅m2696119、5.8306965.83011331.02135.6609449840944984135.66142新旧路搭接玻纤土工格栅m2659.77.224763659.701013.966601951026113.96新旧路搭接玻纤土工格栅清单子项m2659.77.224763659.711011660006601玻纤土工格栅m2659.70659.7012.91.022.9601951019512.96143拱形骨架护坡1.结构详见图纸2.模板3.工程量需现场确认后，予以计量m2313.73133.141757313.73010178.99111061367502478178.99拱形骨架护坡清单子120、项m2313.73133.141757313.730101000000浆砌C20混凝土预制块m9.4109.41110.004101109.991035001035109.99现浇混凝土C15m3.1403.14180.0028101179.9456500565179.94浆砌片石m78.43078.43100.00271011007843007843100C20混凝土预制块m8.563108.5631194.17101194.211663001663194.21C20混凝土m8.563108.5631012231.005224.10191901919224.1C15预拌混凝土m3.1403.121、14012131213.0606690669213.06片石m91.7631091.76310173.51.180.85074190741980.85M7.5水泥砂浆m27.73027.7301129.6721.02132.280366803668132.28二中华大街南延（南二环-南三环）道路工程施工1标段-南二环SE匝道桥梁工程元214971790010102837965134632320163011970中华大街南延（南二环-南三环）道路工程施工1标段-南二环SE匝道桥梁工程元2149717900101028379651346323201630119701挖基坑土方1.土壤类别：一、二类122、土2.挖土深度：4m以内3.清单量同定额量m2184.155.05110302184.154.50111014.598310098314.52回填方1.填方材料品种:素土2.夯填3.清单量等于定额量m991.363.173143991.363.5021013.534720034723.53余方弃置1.综合单价25元/m3(不含税)m1192.7925298201192.79010114.9717851001785114.97余方弃置清单子项m1192.7925298201192.792.9973101335750035753增运14kmm1192.7901192.790.8549140111.123、9714276001427611.97直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 26 页4泥浆护壁成孔灌注桩1.泥浆护壁成孔灌注桩2.桩长、桩径：1200mm，桩长30m3.钢护筒埋设4.灌注C30水下混凝土（不含泵送)5.余方弃置6.凿桩头7.泥浆制作及外运8.空桩施工m2101290.65271037210124、0101554.1355770605980116368554.13泥浆护壁成孔灌注桩清单子项m2101290.65271037210240.0003101240504000050400240凿除桩头个7072341012341638001638234混凝土m237.50237.5012431.05255.15060598060598255.15余方弃置m249.380249.382.99731013747007473增运14kmm249.380249.380.8549140111.97298500298511.975泥浆护壁成孔灌注桩1.桩长、桩径：1200mm，桩长42m2.钢护筒埋设3.灌125、注C30水下混凝土（不含泵送)4.余方弃置5.凿桩头6.泥浆制作及外运7.空桩施工m13441283.78172540013440101551.673536093878360741445551.67泥浆护壁成孔灌注桩清单子项m13441283.7817254001344240.000310124032256000322560240凿除桩头个320322341012347488007488234混凝土m1520.0301520.03012431.05255.1503878360387836255.15余方弃置m1574.3201574.322.9973101347190047193增运14kmm126、1574.3201574.320.8549140111.9718842001884211.976泥浆护壁成孔灌注桩1.桩长、桩径：1200mm，桩长35m2.钢护筒埋设3.灌注C30水下混凝土（不含泵送)4.余方弃置5.凿桩头6.泥浆制作及外运7.空桩施工m5601287.217208385600101552.911480291615990309628552.91泥浆护壁成孔灌注桩清单子项m5601287.21720838560240.000310124013440000134400240凿除桩头个160162341012343744003744234直直接接成成本本测测算算明明细细表表 章节127、号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 27 页混凝土m633.350633.35012431.05255.1501615990161599255.15余方弃置m660.490660.492.9973101319800019803增运14kmm660.490660.490.8549140111.97790500790511.977泥浆护壁成孔灌注桩1128、.桩长、桩径：1500mm，桩长42m2.钢护筒埋设3.灌注C30水下混凝土（不含泵送)4.余方弃置5.凿桩头6.泥浆制作及外运7.空桩施工m3361280.664303023360101816.361227981514980274296816.36泥浆护壁成孔灌注桩清单子项m3361280.66430302336330.001710133011088100110881330凿除桩头个808339.3101339.252714002714339.25混凝土m593.760593.76012431.05255.1501514980151498255.15余方弃置m614.970614.972.9129、973101318430018433增运14kmm614.970614.970.8549140111.97736000736011.978声测管1.声测管制安2.规格型号:57*3mm3.声测实验结束后压浆灌实t24.7635227.3812944624.76301016269.72941014584701552576269.72声测管清单子项t24.7635227.3812944624.763379.99791013809410009410380声测管m6206.265706206.26570123.5123.50145847014584723.59钢筋笼1.钢筋种类：HPB300HRB40130、02.钢筋规格：综合3.部位:灌注桩(桥墩、桥台）4.钢筋运输t291.2246877.012002750291.22401014271.931223151121773012440884271.93钢筋笼清单子项t291.2246877.012002750291.224420.003110142012231500122315420钢筋t291.2240291.2240137951.0153851.9201121773011217733851.9210承台、桥台混凝土垫层1.混凝土强度等级：C20预拌混凝土2.模板m49320.4915704490101325.22490011036015936131、325.22承台、桥台混凝土垫层清单子项m49320.491570449100.00271011004900004900100C20预拌混凝土m49049012231.01225.22011036011036225.2211混凝土承台1.混凝土强度等级：C35预拌混凝土2.脚手架3.模板m1086366.6939822510860101318705942747580345352318直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价132、工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 28 页混凝土承台清单子项m1086366.69398225108665.00331016570594007059465C35预拌混凝土m1086010860125312530274758027475825312混凝土桥台承台1.混凝土强度等级：C30预拌混凝土2.脚手架3.模板m59356.3921027590101308383514337018172308混凝土桥台承台清单子项m59356.39210275965.003310165383500383565C30预拌混凝土m5133、905901243124301433701433724313现浇构件钢筋1.钢筋种类HRB4002.钢筋规格：10以外3.部位:承台t133.7816153.15823175133.78101014271.925618851531405715024271.92现浇构件钢筋清单子项t133.7816153.15823175133.781420.0031101420561880056188420钢筋t133.7810133.7810137951.0153851.92051531405153143851.9214混凝土桥台（含支座垫石）1.混凝土强度等级：C40预拌混凝土2.泵送3.模板4.脚手架m134、34.444409.131409234.444010148068899644016533480混凝土桥台（含支座垫石）清单子项m34.444409.131409234.444199.9951101200.016889006889200.01C40预拌混凝土m34.444034.444012801279.990964409644279.9915钢筋网片1.钢筋种类:E7钢筋网片t0.1424828.876860.14201014309.867054206124309.86钢筋网片清单子项t0.1424828.876860.142494.4101492.96700070492.96E7钢筋网片t0135、.14200.1420137951.0053816.9054205423816.916现浇构件钢筋1.现浇构件钢筋2.钢筋种类HPB3003.钢筋规格：10以内4.部位:桥台t0.044889.251960.04010143252015301734325现浇构件钢筋清单子项t0.044889.251960.04494.4101500200020500钢筋t0.0400.040137951.005382501530153382517现浇构件钢筋1.钢筋种类HRB4002.钢筋规格：10以外3.部位:桥台t6.3754633.08295366.37501014346.353152245560277136、084346.35现浇构件钢筋清单子项t6.3754633.08295366.375494.4101494.433152003152494.43钢筋t6.37506.3750137951.0153851.920245560245563851.92直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 29 页18混凝土墩柱1137、.混凝土强度：C40预拌混凝土2.模板3.脚手架4.泵送m396.4606.58240448396.40101460713531109920182345460混凝土墩柱清单子项m396.4606.58240448396.4180.0028101180713530071353180C40预拌混凝土m396.40396.40128012800110992011099228019现浇构件钢筋1.钢筋种类HRB4002.钢筋规格：10以外3.部位:墩柱t133.7496132.33820193133.74901014315.436199351519105771844315.43现浇构件钢筋清单子项t1138、33.7496132.33820193133.749463.5101463.5619930061993463.5钢筋t133.7490133.7490137951.0153851.92051519105151913851.9220橡胶缓冲块1.型号：橡胶块300*150*21mm2.购置安装个696.6758060120120012001202021橡胶缓冲块1.型号：橡胶块1200*200*20mm2.购置安装个24491.521179624019619602304023049622橡胶缓冲块1.型号：橡胶块200*200*20mm2.购置安装个22882.56188242280116116139、03648036481623橡胶支座1.型号：板式橡胶支座300*350*74mm2.购置安装个106801.098491610601310131003286003286031024球形支座1.支座型号：QZ2.5-SX2.购置安装个54661.4223307501230012300011500011500230025球形支座1.支座型号：QZ2.5-GD2.购置安装个14650.2846501012290122900229002290229026球形支座1.支座型号：QZ2.5-DX2.购置安装个64656.0427936601253012530015180015180253027预埋铁件1140、.部位:支座及连续缝预埋件t6.5217265.49473786.52101014295.053261247470280084295.05预埋铁件清单子项t6.5217265.49473786.521500.0032101500.083261003261500.08预埋铁件t6.52106.52101379513794.970247470247473794.9728混凝土盖梁（含垫石、挡块）1.部位：盖梁2.混凝土强度等级:C40预拌混凝土3.模板、脚手架工程4.泵送m688538.4237043368801014801375971926400330237480混凝土盖梁（含垫石、挡块）清单子141、项m688538.42370433688199.995110120013759700137597200C40预拌混凝土m6886880128012800192640019264028029盖梁支架基础硬化1.20cm3:7灰土2.15cmC20预拌混凝土3.机械拆除及外运m2803.7680.0164309803.76010148.0164283216403859248.01直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材142、料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 30 页盖梁支架基础硬化清单子项m2803.7680.0164309803.76010100000020cm3:7灰土m2803.760803.761.998210121606001606215cmC20预拌混凝土m120.5640120.56439.994910140482200482240白灰m20.094020.094012421.03249.280500905009249.28C20预拌混凝土m120.5640120.564012231.01225.230271550271552143、25.2330后张法预应力钢筋（钢丝束、钢绞线）1.部位：盖梁2.预应力钢绞线采用高强度低松驰钢绞线，公称直径s=15.2mm3.锚具:15-12、15-154.SBG-90Y波纹管、压浆5.清单等于定额t7.2969265.27675997.29601017161.187296449520522487161.18后张法预应力钢筋（钢丝束、钢绞线）清单子项t7.2969265.27675997.296999.9961101100072960072961000钢绞线t7.29607.2960151001.035253.020383260383265253.02波纹管m41004100111.51144、.02611.8048380483811.8水泥浆m2.5102.5101647.5061.1712.350178801788712.3531现浇构件钢筋1.现浇构件钢筋2.钢筋种类HPB3003.钢筋规格：10以内4.部位:盖梁支座垫石t1.2776472.3182651.27701014295.226394846054854295.22现浇构件钢筋清单子项t1.2776472.3182651.277500.0032101500.3963900639500.39钢筋t1.27701.27701379513794.8304846048463794.8332现浇构件钢筋1.钢筋种类HRB4002145、.钢筋规格：10以外3.部位:盖梁、支座垫石封锚t104.1416163.56641879104.141010142955207139521504472864295现浇构件钢筋清单子项t104.1416163.56641879104.141500.0032101500520710052071500钢筋t104.1410104.1410137951379503952150395215379533预制混凝土T梁1.混凝土强度等级:C50预拌混凝土2.泵送3.预制、安装4.模板5.场内运输6.凿毛m995.961708.961702056995.960101115082665031870701145146、3571150预制混凝土T梁清单子项m995.961708.961702056995.960101000000预制混凝土T梁m995.960995.96180.002810118017927600179276180直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 31 页C50预拌混凝土m995.960995.9601147、320132003187070318707320预制混凝土T梁场内运输m995.960995.9615010115014939400149394150预制混凝土T梁架设m995.960995.965001015004979800049798050034预制T梁梁场外运输1.运距：自行考虑m995.96190.36189591995.961501011501493940014939415035T梁梁间现浇段、中横梁1.混凝土强度等级:C50砼预拌混凝土2.模板、脚手架工程3.泵送m170.888743.54127062170.888010177076899546840131583770T梁梁间现148、浇段、中横梁清单子项m170.888743.54127062170.888449.9967101450768990076899450C50砼预拌混凝土m170.8880170.88801320132005468405468432036现浇构件钢筋1.钢筋种类HPB3002.钢筋规格：10以内3.部位：预制梁现浇部分t18.0016449.4211609618.00101014363.989901686550785564363.98现浇构件钢筋清单子项t18.0016449.4211609618.001549.9994101550.029901009901550.02钢筋t18.001018.0149、010137951.0053813.950686550686553813.9537现浇构件钢筋1.钢筋种类HRB4002.钢筋规格：10以外3.部位：预制梁现浇部分t93.7876153.7557714293.78701014401.925158336126004128434401.92现浇构件钢筋清单子项t93.7876153.7557714293.787549.9994101550515830051583550钢筋t93.787093.7870137951.0153851.92036126003612603851.9238预制钢筋1.钢筋种类HRB4002.钢筋规格：10以外3.部位：预制150、梁预制部分t145.266031.75876172145.2601014331.936972555953106292564331.93预制钢筋清单子项t145.266031.75876172145.26480.0006101480697250069725480钢筋t145.260145.260137951.0153851.93055953105595313851.9339钢绞线15.21.部位：预制T梁2.预应力筋种类：钢绞线3.预应力筋规格：15.24.锚具种类、规格：YM15-6、YM15-55.SBG-60Y波纹管、压浆6.清单等于定额t41.7213587.9756689041.720151、1018311.435006429668903467538311.43钢绞线15.2清单子项t41.7213587.9756689041.721200.001510112005006400500641200钢绞线t41.72041.720151001.035253021915502191555253波纹管m6951069510191.0269.230641860641869.23水泥浆m18.74018.7401647.5061.1712.27013348013348712.27直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价152、测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 32 页40钢箱梁1.材料品种、规格:Q345QD2.部位:见图纸3.探伤要求:符合图纸及规范要求4.防腐:符合图纸及规范要求5.含构件制作、安装、运输等全部工作内容6.含剪力键等连接件安装到位7.钢箱梁制作、安装8.详见图纸t402.94813826.155571219402.948010113826.2055712190557121913826.15钢箱梁清单子项t402.948153、13826.155571219402.9480113826.2113826.2055712190557121913826.15钢箱梁制作t402.9480402.9480101000000钢箱梁安装t402.9480402.948010100000041钢箱梁配重混凝土1.混凝土强度等级：C30预拌混凝土2.泵送m36.182392.321419536.182010139047049407014111390钢箱梁配重混凝土清单子项m36.182392.321419536.182129.9963101130.014704004704130.01C30预拌混凝土m36.182036.1820126154、01259.990940709407259.9942桥面铺装1.混凝土强度等级：C50钢纤维防水预拌混凝土W6 钢纤维用量50kg/m32.厚度：8cm3.泵送m2277944.821245552779010144.0718062104413012247544.07桥面铺装清单子项m2277944.8212455527796.49931016.51806200180626.5C50钢纤维防水预拌混凝土m222.320222.32014651.01469.6501044130104413469.6543桥面抛丸处理1.桥面抛丸处理m2277910.12281232779010118.835553155、4677105232418.83桥面抛丸处理清单子项m2277910.122812327791.9982101255530055532防水卷材m22779027790116.51.0216.8304677104677116.8344PB聚合物改性沥青防水层1.材料品种、规格：防水厚度2mm2.无碱玻璃纤维丝m2277918.5514122779010130.0555537795108350430.05PB聚合物改性沥青防水层清单子项m2277918.55141227791.9982101255530055532PB聚合物改性沥青m22779027790127.51.0228.050779510156、7795128.0545SBS改性沥青混凝土AC-20C1.沥青混凝土种类：中粒式SBS改性沥青混凝土AC-20C2.厚度：6cm3.沥青混凝土为甲控材，数量182.3024m3，单价为1032元/m3（含税）m2277986.722409952779010168.522290188136019042668.52直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5157、*61011=8+9+1012=11/3第 33 页中粒式沥青混凝土（AC-20C）清单子项m2277986.7224099527790.8241010.8222900022900.82沥青混凝土m182.30240182.30240110321103201881360188136103246SBS改性乳化沥青防水层1.沥青用量1-1.5kg/m2，集料采用S12型，用量宜（5-8）m3/1000m2m227794.5712700277901018.422404210030234078.42下封层清单子项m227794.571270027790.86521010.8724040024040.8158、7sbs改性沥青t4.168504.168501450014499.940187580187584499.94集料为S12型m22.23022.23011011100.990224502245100.9947SBS改性沥青玛蹄脂碎石混合料SMA-131.沥青混凝土种类：改性沥青玛蹄脂碎石混合料SMA-13，改性剂为SBS，I-D级2.厚度：4cm3.沥青混凝土为甲控材，数量120.6086m3，单价为1248元/m3（含税）m2277970.621962532779010154.992290150520015281054.99SBS改性沥青玛蹄脂碎石混合料SMA-13清单子项m2277970.159、6219625327790.8241010.8222900022900.82沥青混凝土m120.60860120.60860112481124801505200150520124848钢筋网片1.钢筋种类:D8钢筋网片2.部位：桥面铺装t23.5814801.4811322423.58101014310121448949001016344310钢筋网片清单子项t23.5814801.4811322423.581515101514.99121440012144514.99钢筋网片t23.581023.58101379513795089490089490379549现浇构件钢筋1.部位:桥面连续处160、桥面铺装剪力键2.钢筋种类:HRB4003.钢筋规格:10以外t11.7934622.675451511.79301014309.936073447540508274309.93现浇构件钢筋清单子项t11.7934622.675451511.793515101514.976073006073514.97钢筋t11.793011.79301379513794.960447540447543794.9650桥梁伸缩装置80型1.规格、型号：RBKF80型伸缩缝2.混凝土强度等级 C50钢纤维砼3.施工要求详见图纸4.建筑垃圾弃置5.泵送m43.52912.5512669643.50101780.161、67521228747033959780.67桥梁伸缩装置80型清单子项m43.52912.5512669643.567.9610167.95295600295667.95桥梁伸缩装置80型m43.543.5012801280012180012180280C50钢纤维砼m6.5306.53323.5024101323.432112002112323.43C50钢纤维砼m6.5306.53014651.01469.680306703067469.68直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈162、施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 34 页垃圾外运m8085.50021015.54400445.5增运m8080.8961140112.51000010012.551桥梁伸缩装置120型1.规格、型号：RBKF120型伸缩缝2.混凝土强度等级 C50钢纤维砼3.施工要求详见图纸4.建筑垃圾弃置5.泵送m153364.5550468150101190.21796105702853190.2桥梁伸缩装置120型清单子项m153364.55504681163、567.9610167.93101900101967.93桥梁伸缩装置120型m1515019001900013500013500900C50钢纤维砼m2.2502.25323.5024101323.5672800728323.56C50钢纤维砼m2.2502.25014651.01469.780105701057469.78垃圾外运m2.702.75.50021015.561500155.56增运m2.702.70.8961140112.5934003412.5952现浇构件钢筋1.钢筋种类HRB4002.钢筋规格：10以外3.部位：伸缩缝预埋钢筋t1.7124565.4178161.712164、01014366.828826594074764366.82现浇构件钢筋清单子项t1.7124565.4178161.712515101515.1988200882515.19钢筋t1.7121.7120137951.0153851.6406594065943851.6453混凝土防撞护栏1.混凝土强度等级：C30预拌混凝土2.泵送3.模板、支架4.真缝处聚苯乙烯硬质泡沫板5.含路灯及交通杆基础m840525.674415638400101391.281084232202480328671391.28混凝土防撞护栏清单子项m840525.674415638400101000000C30预拌混凝165、土m394.80394.8274.6289101274.6310842300108423274.63C30预拌混凝土m394.80394.801260126001026480102648260桥梁防撞墙悬挑支架t84008400114011400117600011760014054现浇构件钢筋1.钢筋种类HRB4002.钢筋规格：10以外3.部位：防撞护栏路灯基础等t97.8974882.647799297.89701014126.552688537709204039774126.55现浇构件钢筋清单子项t97.8974882.647799297.897274.6289101274.63268166、850026885274.63钢筋t97.897097.8970137951.0153851.93037709203770923851.93直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 35 页55预埋铁件1.A3钢板2.钢管3.部位：防撞护栏路灯基础等t5.9577358.13438325.95701014069167、.671636226070242434069.67预埋铁件清单子项t5.9577358.13438325.957274.6289101274.631636001636274.63钢筋t5.95705.95701379513795.030226070226073795.0356混凝土桥头搭板1.混凝土强度等级：C30预拌混凝土2.模板m11.7474.96555711.70101315.47819287203691315.47混凝土桥头搭板清单子项m11.7474.96555711.769.9988101708190081970C30预拌混凝土m11.7011.7012431.01245.470168、287202872245.4757级配碎石1.厚度:2mm245334.2915043450101209.5868936309431209.58级配碎石清单子项m245334.2915043451.50381011.516800681.51碎石m90090011011.03104.030936309363104.0358桥面排（泄）水管160PVC排水管（含集水斗、管卡、落水口、弯头）1.材料品种:PVC2.管径:1603.含弯头、卡箍等所有管件m20831.926639208010155.265823567201149555.26桥面排（泄）水管160PVC排水管（含集水斗、管卡、落水口、弯169、头）清单子项m20831.92663920827.995410128582300582328排（泄）水管m208020801271.0127.27056720567227.2759桥面排（泄）水管1.材料品种：150内径铸铁管L=3802.管径:150m6.08127.727776.080101118.911705530723118.91桥面排（泄）水管清单子项m6.08127.727776.0827.995410127.961700017027.96排（泄）水管m6.0806.0801901.0190.950553055390.9560桥面雨水进水口1.桥面雨水铸铁进水口2.材料:铸铁3.形170、式:见图纸座16574.2891881601015000800008000500桥面雨水进水口清单子项座16574.289188160101000000排（泄）水管座16016015001500080000800050061不锈钢沉降观测钉个3456.231912340101313410200105431不锈钢沉降观测钉清单子项个3456.23191234110113400341观测钉个340340130130010200102030直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量171、工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 36 页62接地预埋1.接地钢板2.热浸锌100*100*12mm3.1米-40*4热镀锌扁钢与桥墩内钢筋可靠焊接块7015.8111077001018.46059205928.46接地预埋清单子项块7015.811107700101000000钢板t0.15600.15601379513794.87059205923794.8763接地预埋1.钢板2.热浸锌60*200*10mm块406.842744001013.601440172、1443.6接地预埋清单子项块406.84274400101000000钢板t0.03800.03801379513789.47014401443789.4764紫铜软编织带40*3mmm10054.14541410050111515000100051005165拆除结构1.部位：拼桥段、旧护栏、梁混凝土（有筋）2.废料外运m107.12392.3242025107.120101146.25156660015666146.25拆除结构清单子项m107.12392.3242025107.12128.204188101128.2137330013733128.2垃圾外运m107.120107.12173、5.50021015.5589005895.5增运14kmm107.120107.120.8961140112.55134400134412.5566预埋铁件1.材料种类：钢板及螺栓2.部位：防撞护栏处（路灯基础、监控杆基础、防落物网及声屏障等）t8.2217218.06593408.2210101449.953699003699449.95预埋铁件清单子项t8.2217218.06593408.221449.9967101449.953699003699449.95钢板t8.22108.221010100000067配管1.名称：格栅管2.材质：塑料管3.规格：94*944.配置形式：混凝土174、暗配5.部位：防撞护栏处m418.828.9812137418.8010197.4873213350404082597.48配管清单子项m418.828.9812137418.817.4810117.48732100732117.48配管m418.80418.801801800335040335048068配管1.名称：PE管2.规格：40mm3.配线形式：混凝土暗配4.部位：防撞护栏处m8.510.73918.5010121.2914932018121.29配管清单子项m8.510.73918.517.4810117.531490014917.53配管m8.508.5013.813.7603175、20323.76直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 37 页69配管1.名称：PE管2.规格：75mm3.配线形式：混凝土暗配4.部位：防撞护栏处m837.618.8915822837.6010130.48146411088902553030.48配管清单子项m837.618.8915822837.617176、.4810117.4814641001464117.48配管m837.60837.601131130108890108891370配管1.名称：UPVC管2.规格：70mm3.配线形式：混凝土暗配4.部位：防撞护栏处m837.618.8115755837.6010137.48146411675203139337.48配管清单子项m837.618.8115755837.617.4810117.4814641001464117.48配管m837.60837.601201200167520167522071配管1.名称：UPVC管2.规格：50mm3.配线形式：混凝土暗配4.部位：防撞护栏处m171177、5.9227117010127.47297170046727.47配管清单子项m1715.922711717.4810117.472970029717.47配管m170170110110017001701072接线箱1.名称：接线箱2.规格：240*410*6003.材质：钢板4.部位：路灯及监控处个17230.839241701012300391003910230接线箱清单子项个17230.83924170101000000接线箱个17017012301230039100391023073隔声屏障1.隔声屏障购置安装，高度3m2.油漆品种、工艺要求详见设计图纸3.素混凝土浇筑每米0.0165178、m34.后浇重力式砂浆每米0.003m3m4001331.0453241640001011210.32214348198404841271210.32隔声屏障清单子项m4001331.045324164000101000000混凝土m6.606.6274.6289101274.71813001813274.7混凝土m6.606.60126012600171601716260砂浆m1.201.2274.628910127533000330275砂浆m1.201.201223.0721223.3302680268223.33隔声屏障m40004000112001120004800000480000179、1200直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 38 页三中华大街南延（南二环-南三环）道路工程施工1标段-排水工程元372463880010107894226238240860317183120中华大街南延（南二环-南三环）道路工程施工1标段-排水工程元355916470010107046284228496180、5302989593701土钉1.地层情况:详图纸2.土钉直径:253.其他详见图纸m7338650.05367296973386010121.4549902510750100157403521.45土钉清单子项m7338650.053672969733866.81016.8499025004990256.8土钉t283.270283.2701379513795010750100107501037952喷射混凝土1.部位:边坡2.厚度:100mm3.混凝土类别、强度等级:C25m21856897.51181056618568010135.89185704480657066636135.89喷射181、混凝土清单子项m21856897.5118105661856810.0013101101857040018570410C25混凝土m2042.4802042.48012331.01235.3304806570480657235.333钢筋网片1.钢筋种类:8150*1502.钢筋规格t105.7624605.36487072105.762010143455816940136704595364345钢筋网片清单子项t105.7624605.36487072105.762550101550581690058169550钢筋t105.7620105.7620137951379504013670401182、36737954钢筋1.护坡连接筋t147.6574431.2654298147.65701013795056035805603583795钢筋清单子项t147.6574431.2654298147.6570101000000钢筋t147.6570147.657013795137950560358056035837955排水沟1.断面尺寸：500*500mm2.基础、垫层：预拌混凝土C153.其他详见设计4.挖土方m2206.5114.782532622206.5010113.3659812349902948013.36排水沟清单子项m2206.5114.782532622206.501010183、00000挖土m1125011252.3187541012.3226090026092.32余方弃置m1125011252.9973101333720033723基础、垫层：预拌混凝土C15m110.3250110.3250121312130234990234992136雨水罐1.PE雨收集罐，参考图集SJZHMB01-702.单罐储水量5m33.壁厚10mm个104045.214045210010131001000300000310003100雨水罐清单子项个104045.2140452101001011001000001000100雨水罐个1001001300013000030000030184、0003000直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 39 页7挖沟槽土方（主管道及预埋管）1.土壤类别:一、二类土2.挖深4m以内3.清单量同定额量m45699.045.0523078045699.042.3187541012.32105965001059652.328填方（主管道及预埋管）1.填方材料品种185、:粘土2.清单量同定额量m290743.1792165290743.5021013.5101817001018173.59余方弃置1.综合单价25元/m3(不含税)m166252541562516625010114.972488080024880814.97余方弃置清单子项m1662525415625166252.997310134983000498303增运14kmm166250166250.8549140111.971989780019897811.9710挖沟槽土方(接户管)1.土壤类别:一、二类土2.挖深2m以内3.清单量同定额量m65825.073337165822.31875410186、1.022.321526200152622.3211余方弃置1.综合单价25元/m3(不含税)m9700252425009700010114.971451690014516914.97余方弃置清单子项m97002524250097002.997310132907400290743增运14kmm9700097000.8549140111.971160950011609511.9712DN600聚乙烯（PE）结构壁（B型结构壁）1.环刚度:不小于8kN/m22.接口形式 弹性密封件连接、承插口电热焊接3.基础做法参见J12Z604-40(180砂基）m202.51540.2109396202.51187、0101381.17532171869077190381.17DN600聚乙烯（PE）结构壁（B型结构壁）清单子项m202.51540.2109396202.512010120405000405020DN600聚乙烯（PE）结构壁（B型结构壁）m202.510202.51013001300060753060753300砂垫层m211.740211.746.0049101612710012716砂m211.740211.7401501.0552.501111601111652.513DN800聚乙烯（PE）结构壁（B型结构壁）1.环刚度:不小于8kN/m22.接口形式 弹性密封件连接、承插口电热188、焊接3.基础做法参见J12Z604-40(180砂基）m700.54834.75584776700.540101652.65199534372510457204652.65DN800聚乙烯（PE）结构壁（B型结构壁）清单子项m700.54834.75584776700.54201012014011001401120DN800聚乙烯（PE）结构壁（B型结构壁）m700.540700.5401550155003852970385297550砂垫层m989.59580989.59586.0049101659420059426砂m989.59580989.595801501.0552.50519540189、5195452.514DN1000聚乙烯（PE）结构壁（B型结构壁）1.环刚度:不小于8kN/m22.接口形式 弹性密封件连接、承插口电热焊接3.基础做法参见J12Z604-40(180砂基）m1368.791043.5914284561368.790101875.0842138115565601197794875.08DN1000聚乙烯（PE）结构壁（B型结构壁）清单子项m1368.791043.5914284561368.79201012027376002737620DN1000聚乙烯（PE）结构壁（B型结构壁）m1368.7901368.7901750175001026593010265190、93750砂垫层m2458.349402458.34946.004910161476200147626直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 40 页砂m2458.349402458.349401501.0552.50129063012906352.515D1200聚乙烯（PE）结构壁（B型结构壁）1.环刚度191、:不小于8kN/m22.接口形式 弹性密封件连接、承插口电热焊接3.基础做法参见J12Z604-40(180砂基）m1551911.0229620815501011401.63599021126302172531401.63D1200聚乙烯（PE）结构壁（B型结构壁）清单子项m1551911.022962081552010120310000310020D1200聚乙烯（PE）结构壁（B型结构壁）m155015501120011200018600001860001200砂垫层m481.19580481.19586.00491016.0128900028906.01砂m481.19580481.1192、95801501.0552.502526302526352.516D1400聚乙烯（PE）结构壁（B型结构壁）1.环刚度:不小于8kN/m22.接口形式 弹性密封件连接、承插口电热焊接3.基础做法参见J12Z604-40(180砂基）m2512391.560026725101012222.791024454767605579202222.79D1400聚乙烯（PE）结构壁（B型结构壁）清单子项m2512391.56002672512010120502000502020D1400聚乙烯（PE）结构壁（B型结构壁）m251025101200012000050200005020002000砂垫层m8193、70.01470870.01476.0049101652240052246砂m870.01470870.014701501.0552.504567604567652.517D1800聚乙烯（PE）结构壁（B型结构壁）1.环刚度:不小于8kN/m22.接口形式 弹性密封件连接、承插口电热焊接3.基础做法参见J12Z604-40(180砂基）m3144433.88139223831401014263.7109111327890013388014263.7D1800聚乙烯（PE）结构壁（B型结构壁）清单子项m3144433.8813922383142010120628000628020D1800聚乙194、烯（PE）结构壁（B型结构壁）m31403140141001410001287400012874004100砂垫层m771.22910771.22916.0049101646310046316砂m771.22910771.229101501.0552.504049004049052.518D2000聚乙烯（PE）结构壁（B型结构壁）1.环刚度:不小于8kN/m22.接口形式 弹性密封件连接、承插口电热焊接3.基础做法参见J12Z604-40(180砂基）m3155014.69157962731501014782.53115551494942015064974782.53D2000聚乙烯（PE）195、结构壁（B型结构壁）清单子项m3155014.6915796273152010120630000630020D2000聚乙烯（PE）结构壁（B型结构壁）m31503150146001460001449000014490004600砂垫层m875.08810875.08816.00491016.0152550052556.01砂m875.08810875.088101501.0552.504594204594252.519D2200聚乙烯（PE）结构壁（B型结构壁）1.环刚度:不小于8kN/m22.接口形式 弹性密封件连接、承插口电热焊接3.基础做法参见J12Z604-40(180砂基）m673196、.686630.644466930673.6801016186.25387994128756041675556186.25D2200聚乙烯（PE）结构壁（B型结构壁）清单子项m673.686630.644466930673.68201012013474001347420D2200聚乙烯（PE）结构壁（B型结构壁）m673.680673.680158001580003907344039073445800砂垫层m4217.366104217.36616.004910162532500253256砂m4217.366104217.366101501.0552.50221412022141252.52197、0顶管工作坑及接收坑1.土壤类别:一、二类2.挖方深度8m以内3.清单等于定额m830.2747.9139778830.27751017562270006227075直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 41 页21余方弃置1.综合单价25元/m3(不含税)m830.272520757830.2701011198、4.9712426001242614.97余方弃置清单子项m830.272520757830.272.9973101324890024893增运14kmm830.270830.270.8549140111.97993700993711.9722顶管工作坑、接收坑回填1.回填石粉m312.4896.3530107312.4801011321199929247041246132顶管工作坑、接收坑回填清单子项m312.4896.3530107312.4838.410138.411999001199938.4石粉m312.480312.480189.141.0593.602924702924793.6199、23工作坑、接收坑壁锚喷1.锚喷厚度：300mm2.混凝土等级：C25m2502.57192.0596519502.57010180.650263548104050780.6工作坑、接收坑壁锚喷清单子项m2502.57192.0596519502.5710.001310110502600502610C25混凝土m150.7710150.771012331.01235.33035481035481235.3324注浆锚管1.32*3.25mm钢插管2.环向间距1m，纵向间距0.5m3.小导管单根长L=2.5mm2933.5531.53924952933.55010124.932279450329200、07312324.93注浆锚管清单子项m2933.5531.53924952933.557.771017.772279400227947.77锚管t13.553013.5530136551.0163713.50503290503293713.525注浆1.水泥水玻璃浆2.其他详见设计图纸m70.405930.976554570.4050101791.51785947867055726791.51注浆清单子项m70.405930.976554570.405111.6209402101111.637859007859111.63水泥水玻璃浆m70.405070.40501647.5061.0567201、9.88047867047867679.8826钢筋网片1.8150*150网片2.位置：格栅与土体之间设置t5.7294635.02265545.72901014363.943151218500250014363.94钢筋网片清单子项t5.7294635.02265545.729550101550.013151003151550.018150*150网片t5.72905.7290137951.0053813.930218500218503813.9327钢筋1.工作坑及接收坑2.20以外钢筋t31.7754218.2513403531.77501014366.9216364122395013202、87594366.92钢筋清单子项t31.7754218.2513403531.775515101515163640016364515钢筋t31.775031.7750137951.0153851.93012239501223953851.9328预埋铁件1.钢支撑预埋件t3.43511025.31378723.43501014366.811769132310150004366.81预埋铁件清单子项t3.43511025.31378723.435515101514.991769001769514.99预埋铁件t3.43503.4350137951.0153851.820132310132313203、851.8229角钢1.钢架中角钢t7.7447021.02543717.74401014366.863988298290338174366.86直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 42 页角钢清单子项t7.7447021.02543717.744515101514.983988003988514.98角204、钢t7.74407.7440137951.0153851.890298290298293851.8930锁口圈梁1.混凝土种类：预拌混凝土C252.模板安拆m29.86471.091406729.860101324.012210746509675324.01锁口圈梁清单子项m29.86471.091406729.867410174.01221000221074.01预拌混凝土C25m29.86029.86012501250074650746525031临时钢支撑1.部位：顶管坑及接收坑t8.5681580.24135398.56801014396.945157325160376734396.9205、4临时钢支撑清单子项t8.5681580.24135398.568601.94101601.895157005157601.89钢支撑t8.56808.56801379513795.050325160325163795.0532混凝土底板1.底板2.混凝土等级：预拌混凝土C303.泵送m24.37332.41810124.370101333.981803633608139333.98混凝土底板清单子项m24.37332.41810124.377410173.98180300180373.98预拌混凝土C30m24.37024.37012601259.990633606336259.9933顶管206、1.顶DN2200玻璃纤维增强塑料夹砂管2.淤泥外运3.泥水平衡法顶进m698291.335721026901017629.4912796039847505264357629.49顶管清单子项m698291.33572102691839.5176921011839.52126927001269271839.52DN2200玻璃纤维增强塑料夹砂管m690690155001.055775039847503984755775淤泥外运m690692.99731013207002073增运m690690.8549140111.978260082611.9734D300钢筋砼管（收水管）1.接口方式:承插207、式橡胶圈接口2.反开槽施工，C30混凝土满包到路槽高程3.做法参见J12Z601-46m1608376.4560533216080101474.692823874809220763309474.69D300钢筋砼管（收水管）清单子项m1608376.4560533216080101000000D300钢筋砼管（收水管）m1599.1601599.16116.587101116.5918644100186441116.59钢筋砼管m160801608015515508844008844055C30混凝土满包m1599.1601599.1659.99751016095946009594660C30208、混凝土m1599.1601599.16012431.01245.4303924820392482245.43直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 43 页35D500钢筋砼管（收水管）1.接口方式:承插式橡胶圈接口2.反开槽施工，C30混凝土满包到路槽高程3.做法参见J12Z601-46m15.5575.2209、4891615.50101676.1938996582010481676.19D500钢筋砼管（收水管）清单子项m15.5575.24891615.50101000000D500钢筋砼管（收水管）m22.08022.08116.587101116.582574002574116.58钢筋砼管m15.5015.50175175.03011630116375.03C30混凝土满包m22.08022.0859.997510160.01132500132560.01C30混凝土m22.08022.08012431.01245.430541905419245.4336现浇构件钢筋1.钢筋种类2.钢筋规格210、:10以内3.部位：收水管包封钢筋t35.6144610.116418435.61401014213.991424613583101500774213.99现浇构件钢筋清单子项t35.6144610.116418435.614400.0005101400.01142460014246400.01钢筋t35.61435.6140137951.0053813.98013583101358313813.9837路面基层拆除及恢复1.部位：D300、D500钢筋砼管（收水管反开槽）处2.拆除基层(18+18+16)cm3.恢复基层（详见道路设计）4.见标准图J12Z601-465.废料外运6.工程量需211、现场核实后予以计量m26165.62106.046538026165.62010132.1382240115840019808032.13路面基层拆除及恢复清单子项m26165.62106.046538026165.620101000000路面基层拆除m4168041682.3187541012.3296650096652.32废料外运m4168041682.997310131249300124933增运14kmm4168041680.8549140111.9749885004988511.97水泥稳定碎石m1109.8101109.811.9982101222180022182厂拌材料m11212、09.8101109.817.18941017.1979790079797.19水泥t132.120132.12013071.02313.14041372041372313.14碎石m1036.4101036.410165.321.171.8507446807446871.85直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11213、/3第 44 页38矩形雨水检查井1800*1080(管道DN=1000)1.参见图集J12Z6022.砌筑材料品种、规格、强度等级:混凝土模块3.重型球墨铸铁“六防”井盖4.平均深3.34M5.含环梁6.井字架座356027.212109523501019228.7116483715816803230059228.71矩形雨水检查井1800*1080(管道DN=1000)清单子项座356027.21210952350101000000预拌混凝土 C25（预制）m217.050217.05194.17101194.17421450042145194.17标准砖m372.030372.03194214、.9996101195725460072546195水泥砂浆m22466.87402466.87414.99681011536995003699515塑钢爬梯t0.868800.8688515101514.544700447514.5煤焦沥青漆m22466.87402466.8745.151015.151270400127045.15预拌混凝土 C25（预制）m217.050217.05012331233050573050573233标准砖千块254.32870254.3287012501.005251.25063900063900251.25水泥砂浆m145.660145.6601129.6215、721.02132.27019266019266132.27塑料薄膜m22466.87402466.874010.71.010.7101744017440.71塑钢爬梯t0.868800.86880137951.0153852.4403347033473852.44井盖套35035015201520018200018200520煤焦沥青漆kg70.2486070.248601151.0816.2011380113816.239矩形雨水检查井2280*1080(管道DN=1200)1.参见图集J12Z6022.砌筑材料品种、规格、强度等级:混凝土模块3.重型球墨铸铁“六防”井盖4.平均深2.94216、M5.含环梁6.井字架座46130.17245214010114570.8381612012205828314570.75矩形雨水检查井2280*1080(管道DN=1200)清单子项座46130.172452140101000000预拌混凝土 C10（现浇）m6.616806.6168194.17101194.21285001285194.2预拌混凝土 C25（现浇）m51.4743051.4743194.17101194.179995009995194.17预拌混凝土 C25（预制）m4.558704.5587194.17101194.1388500885194.13预拌混凝土 C30（预217、制）m1.136701.1367194.17101194.4222100221194.42标准砖m9.1909.19194.9996101194.991792001792194.99直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 45 页水泥砂浆m21188.598501188.598514.996810115178218、25001782515塑钢爬梯t0.072500.0725515101510.34370037510.34煤焦沥青漆m21188.598501188.59855.151015.1561210061215.15预拌混凝土 C10（现浇）m6.616806.6168012131212.940140901409212.94预拌混凝土 C25（现浇）m51.4743051.4743012331233.01011994011994233.01预拌混凝土 C25（预制）m4.558704.5587012331232.960106201062232.96预拌混凝土 C30（预制）m1.136701.1367219、012431242.8102760276242.81标准砖千块6.281706.2817012501.005251.210157801578251.21水泥砂浆m3.8503.8501129.6721.02132.2105090509132.21塑料薄膜m21188.598501188.5985010.71.010.71084008400.71塑钢爬梯t0.072500.07250137951.0153848.28027902793848.28井盖套4040152015200208002080520煤焦沥青漆kg5.862905.862901151.0816.209509516.240矩形雨水220、连接井2280*1080(管道DN=1200)1.参见图集J12Z6022.砌筑材料品种、规格、强度等级:混凝土模块3.预制井盖4.平均深2.94M5.井字架座36965.24208963010117071.3337141750005121417071.33矩形雨水检查井2280*1080(管道DN=1200)清单子项座36965.242089630101000000预拌混凝土 C10（现浇）m5.845705.8457194.17101194.161135001135194.16预拌混凝土 C25（现浇）m45.4759045.4759194.17101194.178830008830194221、.17预拌混凝土 C25（预制）m4.027504.0275194.17101194.1778200782194.17预拌混凝土 C30（预制）m1.004201.0042194.17101194.1819500195194.18标准砖m8.1208.12194.9996101194.951583001583194.95水泥砂浆m21050.0905801050.0905814.99681011515748001574815塑钢爬梯t0.064100.0641515101514.82330033514.82煤焦沥青漆m21050.0905801050.090585.151015.1554080222、054085.15预拌混凝土 C10（现浇）m5.845705.8457012131212.980124501245212.98预拌混凝土 C25（现浇）m45.4759045.4759012331233010596010596233直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 46 页预拌混凝土 C25（预制）m223、4.027504.0275012331232.909380938232.9预拌混凝土 C30（预制）m1.004201.0042012431242.9802440244242.98标准砖千块5.549705.5497012501.005251.180139401394251.18水泥砂浆m3.403.401129.6721.02132.3504500450132.35塑料薄膜m21050.0905801050.09058010.71.010.71074207420.71塑钢爬梯t0.064100.06410137951.0153853.35024702473853.35井盖套303015201224、5200156001560520煤焦沥青漆kg5.179705.179701151.0816.2208408416.2241矩形雨水检查井2520*1080(管道DN=1400)1.参见图集J12Z6022.砌筑材料品种、规格、强度等级:混凝土模块3.重型球墨铸铁“六防”井盖4.平均深3.52M5.含环梁6.井字架座69272.255563460101234419303047616014064623441矩形雨水检查井2520*1080(管道DN=1400)清单子项座69272.255563460101000000预拌混凝土 C10（现浇）m15.7478015.7478194.1710119225、4.193058003058194.19预拌混凝土 C25（现浇）m124.25040124.2504194.17101194.17241260024126194.17预拌混凝土 C25（预制）m13.5362013.5362194.17101194.152628002628194.15预拌混凝土 C30（预制）m2.451402.4514194.17101194.1747600476194.17标准砖m24.67024.67194.9996101195.014811004811195.01水泥砂浆m22871.347502871.347514.99681011543061004306115塑226、钢爬梯t0.161500.1615515101513.93830083513.93煤焦沥青漆m22871.347502871.34755.151015.151478700147875.15预拌混凝土 C10（现浇）m15.7478015.7478012131212.980335403354212.98预拌混凝土 C25（现浇）m124.25040124.2504012331233028950028950233预拌混凝土 C25（预制）m13.5362013.53620123312330315403154233预拌混凝土 C30（预制）m2.451402.4514012431243.130596227、0596243.13标准砖千块16.8669016.8669012501.005251.260423804238251.26水泥砂浆m10.13010.1301129.6721.02132.280134001340132.28直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 47 页塑料薄膜m22871.3475028228、71.3475010.71.010.7102030020300.71塑钢爬梯t0.161500.16150137951.0153851.39062206223851.39井盖套6060152015200312003120520煤焦沥青漆kg13.0565013.056501151.0816.240212021216.2442矩形雨水连接井2520*1080(管道DN=1400)1.参见图集J12Z6022.砌筑材料品种、规格、强度等级:混凝土模块3.预制井盖4.平均深3.52M5.井字架座49265.36370614010123420.3619653171609368123420.25矩形雨水229、连接井2520*1080(管道DN=1400)清单子项座49265.363706140101000000预拌混凝土 C10（现浇）m10.4892010.4892194.17101194.22037002037194.2预拌混凝土 C25（现浇）m82.7597082.7597194.17101194.16160690016069194.16预拌混凝土 C25（预制）m9.016109.0161194.17101194.211751001751194.21预拌混凝土 C30（预制）m1.632801.6328194.17101194.1531700317194.15标准砖m16.43016.4230、3194.9996101195.013204003204195.01水泥砂浆m21912.524901912.524914.99681011528682002868215塑钢爬梯t0.107600.1076515101511.15550055511.15煤焦沥青漆m21912.524901912.52495.151015.1598500098505.15预拌混凝土 C10（现浇）m10.4892010.4892012131212.980223402234212.98预拌混凝土 C25（现浇）m82.7597082.7597012331233019283019283233预拌混凝土 C25（预制231、）m9.016109.0161012331233.030210102101233.03预拌混凝土 C30（预制）m1.632801.6328012431243.1403970397243.14标准砖千块11.2346011.2346012501.005251.280282302823251.28水泥砂浆m6.7406.7401129.6721.02132.208910891132.2塑料薄膜m21912.524901912.5249010.71.010.7101352013520.71塑钢爬梯t0.107600.10760137951.0153847.58041404143847.58井盖套4232、040152015200208002080520煤焦沥青漆kg8.696608.696601151.0816.210141014116.21直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 48 页43矩形雨水检查井3000*1080(管道DN=1800)1.参见图集J12Z6022.砌筑材料品种、规格、强度等级:混凝233、土模块3.重型球墨铸铁“六防”井盖4.平均深4.79M5.含环梁6.井字架座612439.33746366010134047.313893665348020428434047.33矩形雨水检查井3000*1080(管道DN=1800)清单子项座612439.337463660101000000预拌混凝土 C10（现浇）m16.8782016.8782194.17101194.163277003277194.16预拌混凝土 C25（现浇）m193.980193.98194.17101194.17376650037665194.17预拌混凝土 C25（预制）m10.6043010.6043194.234、17101194.172059002059194.17预拌混凝土 C30（预制）m3.102903.1029194.17101194.0160200602194.01标准砖m25.09025.09194.9996101195.024893004893195.02水泥砂浆m24482.713604482.713614.99681011567226006722615塑钢爬梯t0.24800.248515101516.1312800128516.13煤焦沥青漆m24482.713604482.71365.151015.152308600230865.15预拌混凝土 C10（现浇）m16.878201235、6.87820121312130359503595213预拌混凝土 C25（现浇）m193.980193.98012331233045197045197233预拌混凝土 C25（预制）m10.6043010.6043012331233.020247102471233.02预拌混凝土 C30（预制）m3.102903.102901243124307540754243标准砖千块17.151017.151012501.005251.240430904309251.24水泥砂浆m11.39011.3901129.6721.02132.310150701507132.31塑料薄膜m24482.71360236、4482.7136010.71.010.7103169031690.71塑钢爬梯t0.24800.2480137951.0153850.81095509553850.81井盖套6060152015200312003120520煤焦沥青漆kg16.7077016.707701151.0816.220271027116.2244矩形雨水连接井3000*1080(管道DN=1800)1.参见图集J12Z6022.砌筑材料品种、规格、强度等级:混凝土模块3.预制井盖4.平均深4.79M5.井字架座312425.71372773010132801.3655113289309840432801.33矩形雨237、水连接井3000*1080(管道DN=1800)清单子项座312425.713727730101000000直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 49 页预拌混凝土 C10（现浇）m11.0896011.0896194.17101194.152153002153194.15预拌混凝土 C25（现浇）m87.238、4973087.4973194.17101194.17169890016989194.17预拌混凝土 C25（预制）m9.532209.5322194.17101194.181851001851194.18预拌混凝土 C30（预制）m1.726301.7263194.17101194.0633500335194.06标准砖m17.37017.37194.9996101194.993387003387194.99水泥砂浆m22022.00802022.00814.99681011530324003032415塑钢爬梯t0.113700.1137515101518.91590059518.91煤焦239、沥青漆m22022.00802022.0085.151015.151041300104135.15预拌混凝土 C10（现浇）m11.0896011.0896012131212.990236202362212.99预拌混凝土 C25（现浇）m87.4973087.4973012331233020387020387233预拌混凝土 C25（预制）m9.532209.53220123312330222102221233预拌混凝土 C30（预制）m1.726301.7263012431242.7204190419242.72标准砖千块11.8777011.8777012501.005251.23029240、8402984251.23水泥砂浆m7.1307.1301129.6721.02132.2609430943132.26塑料薄膜m22022.00802022.008010.71.010.7101430014300.71塑钢爬梯t0.113700.11370137951.0153852.24043804383852.24井盖套3030152015200156001560520煤焦沥青漆kg9.194409.194401151.0816.210149014916.2145矩形雨水检查井3000*1080(管道DN=2000)1.参见图集J12Z6022.砌筑材料品种、规格、强度等级:混凝土模块3241、.重型球墨铸铁“六防”井盖4.平均深4.89M5.含环梁6.井字架座612482.774896601013297113171166115019782632971矩形雨水检查井3000*1080(管道DN=2000)清单子项座612482.77489660101000000预拌混凝土 C10（现浇）m22.2955022.2955194.17101194.164329004329194.16预拌混凝土 C25（现浇）m175.91160175.9116194.17101194.17341570034157194.17预拌混凝土 C25（预制）m19.1643019.1643194.1710119242、4.163721003721194.16预拌混凝土 C30（预制）m3.470703.4707194.17101194.267400674194.2直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 50 页标准砖m34.93034.93194.9996101194.996811006811194.99水泥砂浆m2406243、5.207304065.207314.99681011560965006096515塑钢爬梯t0.228600.2286515101516.1911800118516.19煤焦沥青漆m24065.207304065.20735.151015.152093600209365.15预拌混凝土 C10（现浇）m22.2955022.29550121312130474904749213预拌混凝土 C25（现浇）m175.91160175.9116012331233040987040987233预拌混凝土 C25（预制）m19.1643019.1643012331232.990446504465232.244、99预拌混凝土 C30（预制）m3.470703.4707012431242.8908430843242.89标准砖千块23.8799023.8799012501.005251.260600006000251.26水泥砂浆m14.34014.3401129.6721.02132.290189701897132.29塑料薄膜m24065.207304065.2073010.71.010.7102874028740.71塑钢爬梯t0.228600.22860137951.0153853.89088108813853.89井盖套6060152015200312003120520煤焦沥青漆kg18.4245、852018.485201151.0816.180299029916.1846矩形雨水连接井3000*1080(管道DN=2000)1.参见图集J12Z6022.砌筑材料品种、规格、强度等级:混凝土模块3.预制井盖4.平均深4.89M5.井字架座411835.944734440101310518261241592012420431051矩形雨水检查井3000*1080(管道DN=2000)清单子项座411835.944734440101000000预拌混凝土 C10（现浇）m13.9843013.9843194.17101194.152715002715194.15预拌混凝土 C25（现浇）m246、110.33610110.3361194.17101194.17214240021424194.17预拌混凝土 C25（预制）m12.0203012.0203194.17101194.172334002334194.17预拌混凝土 C30（预制）m2.176902.1769194.17101194.3142300423194.31标准砖m21.91021.91194.9996101194.984272004272194.98水泥砂浆m22549.798702549.798714.99681011538239003823915塑钢爬梯t0.143400.1434515101516.0474007247、4516.04煤焦沥青漆m22549.798702549.79875.151015.151313100131315.15预拌混凝土 C10（现浇）m13.9843013.9843012131213.020297902979213.02直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 51 页预拌混凝土 C25（现浇）m248、110.33610110.3361012331233025708025708233预拌混凝土 C25（预制）m12.0203012.0203012331233.020280102801233.02预拌混凝土 C30（预制）m2.176902.1769012431243.0105290529243.01标准砖千块14.9781014.9781012501.005251.230376303763251.23水泥砂浆m8.9908.9901129.6721.02132.260118901189132.26塑料薄膜m22549.798702549.7987010.71.010.710180301803249、0.71塑钢爬梯t0.143400.14340137951.0153849.37055205523849.37井盖套4040152015200208002080520煤焦沥青漆kg11.5944011.594401151.0816.210188018816.2147矩形90三通检查井2760*2760(管道DN=1400)1.参见图集J12Z602-542.砌筑材料品种、规格、强度等级:混凝土模块3.重型球墨铸铁“六防”井盖4.平均深4.57M5.含环梁6.井字架座118207.36182071010135453220051344803545335453矩形90三通检查井2760*2760(管250、道DN=1400)清单子项座118207.361820710101000000预拌混凝土 C10（现浇）m3.524803.5248194.17101194.0568400684194.05预拌混凝土 C25（现浇）m29.1242029.1242194.17101194.175655005655194.17预拌混凝土 C25（预制）m5.71905.719194.17101194.091110001110194.09预拌混凝土 C30（预制）m0.184300.1843194.17101195.33360036195.33标准砖m16.11016.11194.9996101194.97314251、1003141194.97水泥砂浆m2564.43260564.432614.996810115846500846515塑钢爬梯t0.01300.013515101538.467007538.46煤焦沥青漆m2564.43260564.43265.151015.1529070029075.15预拌混凝土 C10（现浇）m3.524803.5248012131213.0607510751213.06预拌混凝土 C25（现浇）m29.1242029.12420123312330678606786233预拌混凝土 C25（预制）m5.71905.719012331233.08013330133323252、3.08预拌混凝土 C30（预制）m0.184300.1843012431244.17045045244.17标准砖千块11.0158011.0158012501.005251.280276802768251.28直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 52 页水泥砂浆m5.8905.8901129.6721253、.02132.2607790779132.26塑料薄膜m2564.43260564.4326010.71.010.71039903990.71塑钢爬梯t0.01300.0130137951.0153846.150500503846.15井盖套10101520152005200520520煤焦沥青漆kg1.049901.049901151.0816.1901701716.1948矩形90三通检查井3240*3240(管道DN=1800)1.参见图集J12Z602-542.砌筑材料品种、规格、强度等级:混凝土模块3.重型球墨铸铁“六防”井盖4.平均深4.57M5.含环梁6.井字架座123842.6254、9238431010149788310371875104978849788矩形90三通检查井3240*3240(管道DN=1800)清单子项座123842.692384310101000000预拌混凝土 C10（现浇）m4.971604.9716194.17101194.196500965194.1预拌混凝土 C25（现浇）m41.0786041.0786194.17101194.167976007976194.16预拌混凝土 C25（预制）m8.066408.0664194.17101194.141566001566194.14预拌混凝土 C30（预制）m0.259900.2599194.1255、7101192.38500050192.38标准砖m22.73022.73194.9996101194.984432004432194.98水泥砂浆m2796.11160796.111614.99681011511939001193915塑钢爬梯t0.018300.0183515101491.89009491.8煤焦沥青漆m2796.11160796.11165.151015.1541000041005.15预拌混凝土 C10（现浇）m4.971604.9716012131213.010105901059213.01预拌混凝土 C25（现浇）m41.0786041.0786012331232.256、990957109571232.99预拌混凝土 C25（预制）m8.066408.0664012331232.940187901879232.94预拌混凝土 C30（预制）m0.259900.2599012431242.4063063242.4标准砖千块15.5374015.5374012501.005251.260390403904251.26水泥砂浆m8.308.301129.6721.02132.290109801098132.29塑料薄膜m2796.11160796.1116010.71.010.71056305630.71塑钢爬梯t0.018300.01830137951.01538257、25.140700703825.14井盖套10101520152005200520520直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 53 页煤焦沥青漆kg1.480901.480901151.0816.2102402416.214990矩形三通混凝土检查井3150*31501.参见图集06MS201-3-34，壁258、顶底板砼加厚，钢筋调整2.混凝土强度等级：C253.重型球墨铸铁“六防”井盖4.平均井深为5.4M5.脚手架和模板工程座1411020.7315429014010117022.714554692772023831817022.7190矩形三通混凝土检查井3150*3150清单子项座1411020.73154290140101000000预拌混凝土 C10（现浇）m23.3127023.3127194.17101194.194527004527194.19预拌混凝土 C25（现浇）m192.62390192.6239194.17101194.17374020037402194.17预拌混凝土 C259、25（预制）m37.8247037.8247194.17101194.167344007344194.16预拌混凝土 C30（预制）m1.218801.2188194.17101194.4523700237194.45标准砖m106.580106.58194.9996101195207830020783195水泥砂浆m23733.094603733.094614.99681011555984005598415塑钢爬梯t0.085900.0859515101512.22440044512.22煤焦沥青漆m23733.094603733.09465.151015.151922500192255.1260、5预拌混凝土 C10（现浇）m23.3127023.3127012131213.020496604966213.02预拌混凝土 C25（现浇）m192.62390192.6239012331233044881044881233预拌混凝土 C25（预制）m37.8247037.82470123312330881308813233预拌混凝土 C30（预制）m1.218801.2188012431242.8602960296242.86标准砖千块72.8575072.8575012501.005251.24018305018305251.24水泥砂浆m38.93038.9301129.6721.02261、132.260514905149132.26塑料薄膜m23733.094603733.0946010.71.010.7102639026390.71塑钢爬梯t0.085900.08590137951.0153853.32033103313853.32井盖套140140152015200728007280520煤焦沥青漆kg6.944206.944201151.0816.130112011216.13直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料262、消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 54 页5090矩形三通混凝土连接井3150*31501.参见图集06MS201-3-34，壁顶底板砼加厚，钢筋调整2.混凝土强度等级：C253.预制盖板4.平均井深为5.4M5.脚手架和模板工程座711008.42770597010117025.17263746539011917617025.1490矩形三通混凝土检查井3150*3150清单子项座711008.427705970101000000预拌混凝土 C25（现浇）m11.6344011.6344194.263、17101194.172259002259194.17预拌混凝土 C25（现浇）m96.1307096.1307194.17101194.17186660018666194.17预拌混凝土 C25（预制）m18.8767018.8767194.17101194.153665003665194.15预拌混凝土 C30（预制）m0.608200.6082194.17101194.0211800118194.02标准砖m53.19053.19194.9996101195103720010372195水泥砂浆m21863.033801863.033814.99681011527940002794015264、塑钢爬梯t0.042900.0429515101512.82220022512.82煤焦沥青漆m21863.033801863.03385.151015.1595950095955.15预拌混凝土 C25（现浇）m11.6344011.6344012331233.020271102711233.02预拌混凝土 C25（现浇）m96.1307096.1307012331233022398022398233预拌混凝土 C25（预制）m18.8767018.8767012331232.990439804398232.99预拌混凝土 C30（预制）m0.608200.6082012431243.340265、1480148243.34标准砖千块36.3602036.3602012501.005251.260913609136251.26水泥砂浆m19.43019.4301129.6721.02132.270257002570132.27塑料薄膜m21863.033801863.0338010.71.010.7101317013170.71塑钢爬梯t0.042900.04290137951.0153846.15016501653846.15井盖套7070152015200364003640520煤焦沥青漆kg3.465603.465601151.0816.1605605616.165190矩形三通混266、凝土检查井3150*3150（顶管井）1.参见图集06MS201-3-34，壁顶底板砼加厚，钢筋调整2.混凝土强度等级：C253.重型球墨铸铁“六防”井盖4.平均井深为10.71M5.脚手架和模板工程6.泵送座211860.71237212010119181.5234641489903836319181.5直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61267、011=8+9+1012=11/3第 55 页90矩形三通混凝土检查井3150*3150清单子项座211860.712372120101000000预拌混凝土 C25（现浇）m3.758403.7584194.17101194.2373000730194.23预拌混凝土 C25（现浇）m31.0542031.0542194.17101194.186030006030194.18预拌混凝土 C25（预制）m6.09806.098194.17101194.161184001184194.16预拌混凝土 C30（预制）m0.196500.1965194.17101193.38380038193.38268、标准砖m17.18017.18194.9996101194.993350003350194.99水泥砂浆m2601.83820601.838214.996810115902600902615塑钢爬梯t0.013800.0138515101507.257007507.25煤焦沥青漆m2601.83820601.83825.151015.1530990030995.15预拌混凝土 C25（现浇）m3.758403.7584012331233.0808760876233.08预拌混凝土 C25（现浇）m31.0542031.0542012331233.010723607236233.01预拌混凝土 269、C25（预制）m6.09806.098012331233.030142101421233.03预拌混凝土 C30（预制）m0.196500.1965012431244.27048048244.27标准砖千块11.7459011.7459012501.005251.240295102951251.24水泥砂浆m6.2806.2801129.6721.02132.3208310831132.32塑料薄膜m2601.83820601.8382010.71.010.71042504250.71塑钢爬梯t0.013800.01380137951.0153840.580530533840.58井盖套202270、0152015200104001040520煤焦沥青漆kg1.119501.119501151.0816.0801801816.085290矩形三通混凝土检查井1650*1650mm1.参见图集06MS201-3-34，砼厚度增加，钢筋调整2.混凝土强度等级：C253.重型球墨铸铁“六防”井盖4.平均井深为3.55M5.脚手架和模板工程座43295.3513181401016034.751489592440241396034.7590矩形三通混凝土检查井1650*1650mm清单子项座43295.351318140101000000预拌混凝土 C25（现浇）m2.691802.6918194.271、17101194.2952300523194.29预拌混凝土 C25（现浇）m20.0988020.0988194.17101194.193903003903194.19预拌混凝土 C25（预制）m1.940601.9406194.17101194.2737700377194.27预拌混凝土 C30（预制）m0.393500.3935194.17101193.14760076193.14直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合272、单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 56 页标准砖m3.6803.68194.9996101195.1171800718195.11水泥砂浆m2460.84510460.845114.996810115691100691115塑钢爬梯t0.027100.0271515101516.61140014516.61煤焦沥青漆m2460.84510460.84515.151015.1523730023735.15预拌混凝土 C25（现浇）m2.691802.6918012331232.9306270627232.93预273、拌混凝土 C25（现浇）m20.0988020.09880123312330468304683233预拌混凝土 C25（预制）m1.940601.9406012331232.9204520452232.92预拌混凝土 C30（预制）m0.393500.3935012431243.96096096243.96标准砖千块2.512902.5129012501.005251.106310631251.1水泥砂浆m1.5901.5901129.6721.02132.0802100210132.08塑料薄膜m2460.84510460.8451010.71.010.71032603260.71塑钢爬梯t274、0.027100.02710137951.0153837.64010401043837.64井盖套4040152015200208002080520煤焦沥青漆kg2.19102.19101151.0815.9703503515.9753钢筋混凝土井（1500圆形井）1.参见图集06MS201-3-172.混凝土强度等级：C253.重型球墨铸铁“六防”井盖4.平均井深为3.79M5.井字架和模板工程座62324.6413948601014317.671603098760259064317.67钢筋混凝土井（1500圆形井）清单子项座62324.641394860101000000预拌混凝土 C1275、0（现浇）m2.846102.8461194.17101194.355300553194.3预拌混凝土 C25（现浇）m17.8986017.8986194.17101194.153475003475194.15预拌混凝土 C25（预制）m2.061802.0618194.17101194.0140000400194.01预拌混凝土 C30（预制）m0.679800.6798194.17101194.1713200132194.17标准砖m3.0903.09194.9996101195.1560300603195.15水泥砂浆m2538.28020538.280214.996810115807276、200807215塑钢爬梯t0.045300.0453515101507.73230023507.73煤焦沥青漆m2538.28020538.28025.151015.1527720027725.15预拌混凝土 C10（现浇）m2.846102.8461012131212.9206060606212.92直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*610277、11=8+9+1012=11/3第 57 页预拌混凝土 C25（现浇）m17.8986017.8986012331232.980417004170232.98预拌混凝土 C25（预制）m2.061802.0618012331232.8104800480232.81预拌混凝土 C30（预制）m0.679800.6798012431242.7201650165242.72标准砖千块2.114102.1141012501.005251.1705310531251.17水泥砂浆m1.4401.4401129.6721.02131.9401900190131.94塑料薄膜m2538.28020538.2278、802010.71.010.71038103810.71塑钢爬梯t0.045300.04530137951.0153841.06017401743841.06井盖套6060152015200312003120520煤焦沥青漆kg3.660403.660401151.0816.1205905916.1254圆形雨水检查井15001.参见图集J12Z602-132.砌筑材料品种、规格、强度等级:混凝土模块3.重型球墨铸铁“六防”井盖4.平均深3.82M5.井子架座354365.9315280835010110903.4255647125973038162010903.43圆形雨水检查井1500清单279、子项座354365.93152808350101000000预拌混凝土 C10（现浇）m45.3869045.3869194.17101194.178813008813194.17预拌混凝土 C25（现浇）m285.42550285.4255194.17101194.17554210055421194.17预拌混凝土 C25（预制）m32.8787032.8787194.17101194.176384006384194.17预拌混凝土 C30（预制）m10.8404010.8404194.17101194.182105002105194.18标准砖m49.31049.31194.9996101280、194.999615009615194.99水泥砂浆m28583.849508583.849514.9968101151287300012873015塑钢爬梯t0.721900.7219515101515.3137200372515.31煤焦沥青漆m28583.849508583.84955.151015.154420700442075.15预拌混凝土 C10（现浇）m45.3869045.3869012131212.990966709667212.99预拌混凝土 C25（现浇）m285.42550285.4255012331233066504066504233预拌混凝土 C25（预制）m32281、.8787032.8787012331233.010766107661233.01预拌混凝土 C30（预制）m10.8404010.8404012431242.980263402634242.98标准砖千块33.7126033.7126012501.005251.240847008470251.24水泥砂浆m22.99022.9901129.6721.02132.270304103041132.27直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料282、消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 58 页塑料薄膜m28583.849508583.8495010.71.010.7106069060690.71塑钢爬梯t0.721900.72190137951.0153852.3302781027813852.33井盖套35035015201520018200018200520煤焦沥青漆kg58.3717058.371701151.0816.210946094616.2155圆形雨水检查井13001.参见图集J12Z602-122.砌筑材料品种、规格、强度等级283、:混凝土模块3.重型球墨铸铁“六防”井盖4.平均深2.48M5.井子架座92783.12504890101579733410187630521735797圆形雨水检查井1300清单子项座92783.12504890101000000预拌混凝土 C10（现浇）m5.931605.9316194.17101194.211152001152194.21预拌混凝土 C25（现浇）m37.302037.302194.17101194.177243007243194.17预拌混凝土 C25（预制）m4.296904.2969194.17101194.0983400834194.09预拌混凝土 C30（预制284、）m1.416701.4167194.17101194.1127500275194.11标准砖m6.4406.44194.9996101195.031256001256195.03水泥砂浆m21121.815901121.815914.99681011516824001682415塑钢爬梯t0.094300.0943515101519.62490049519.62煤焦沥青漆m21121.815901121.81595.151015.1557770057775.15预拌混凝土 C10（现浇）m5.931605.9316012131212.930126301263212.93预拌混凝土 C25（现285、浇）m37.302037.302012331232.990869108691232.99预拌混凝土 C25（预制）m4.296904.2969012331232.960100101001232.96预拌混凝土 C30（预制）m1.416701.4167012431242.8203440344242.82标准砖千块4.405904.4059012501.005251.250110701107251.25水泥砂浆m30301129.6721.02132.3303970397132.33塑料薄膜m21121.815901121.8159010.71.010.71079307930.71塑钢爬梯t0.286、094300.09430137951.0153849.42036303633849.42井盖套9090152015200468004680520煤焦沥青漆kg7.628507.628501151.0816.250124012416.2556雨水口1.立箅式双箅雨水口2.参见J12Z603-6座228959.472187592280101952.87579221593320217254952.87直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗287、系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 59 页雨水口清单子项座228959.472187592280101000000预拌混凝土 C15（现浇）m40.9903040.9903194.17101194.177959007959194.17预拌混凝土 C30（预制）m1.986301.9863194.17101194.3338600386194.33标准砖m129.430129.43194.9996101195252390025239195水泥砂浆m10m21208.041501208.041514.996288、81011518117001811715煤焦沥青漆m21208.041501208.04155.151015.1562210062215.15预拌混凝土 C15（现浇）m40.9903040.99030121312130873108731213预拌混凝土 C30（预制）m1.986301.9863012431243.1704830483243.17标准砖千块88.4814088.4814012501.005251.25022231022231251.25水泥砂浆m10m43.16043.1601139.5561.02142.350614406144142.35塑料薄膜m21208.041501289、208.0415010.71.010.71085408540.71铸铁立箅带盖板套228022801520152001185600118560520煤焦沥青漆kg143.73710143.737101151.0816.2023290232916.257雨水口1.立箅式三箅雨水口2.参见J12Z603-13座41278.25113401011049.512672931041981049.5雨水口清单子项座41278.2511340101000000预拌混凝土 C15（现浇）m1.081701.0817194.17101194.1421000210194.14预拌混凝土 C30（预制）m0.069290、900.0699194.17101200.29140014200.29标准砖m2.402.4194.999610119546800468195水泥砂浆m10m228.5343028.534314.9968101154280042815煤焦沥青漆m228.5343028.53435.151015.15147001475.15预拌混凝土 C15（现浇）m1.081701.0817012131212.6302300230212.63预拌混凝土 C30（预制）m0.069900.0699012431243.2017017243.2标准砖千块1.637701.6377012501.005250.9604291、110411250.96水泥砂浆m10m0.800.801139.5561.02142.501140114142.5塑料薄膜m228.5343028.5343010.71.010.70200200.7铸铁立箅带盖板套4040152015200208002080520煤焦沥青漆kg3.624903.624901151.0816.2805905916.28直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计123292、4567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 60 页58临时封堵1.管径8002.砂土袋+砖墙个2347.82696201012171912430434217临时封堵清单子项个2347.8269620101000000封堵m0.9800.98194.9996101194.919100191194.9标准砖千块0.671700.6717012501.005251.601690169251.6水泥砂浆m10m0.5200.5201139.5561.02142.31074074142.3159挖沟槽土方（主管道及预埋管）1.土壤类别:一、二类土2.挖深4m以内293、3.清单量同定额量m6204.945.09315836204.942.3187541012.321438800143882.3260填方（主管道及预埋管）1.填方材料品种:粘土2.清单量同定额量m3342.473.32110973342.473.5021013.51170500117053.561余方弃置1.综合单价25元/m3(不含税)m2860.7225715182860.72010114.9742813004281314.97余方弃置清单子项m2860.7225715182860.722.9973101385740085743增运14kmm2860.7202860.720.8549140294、111.9734239003423911.9762DN400聚乙烯（PE）结构壁（B型结构壁）1.环刚度:不小于8kN/m22.接口形式 弹性密封件连接、承插口电热焊接3.基础做法参见J12Z604-40(180砂基）m32.99324.621070932.990101307.037589371010129307.03DN400聚乙烯（PE）结构壁（B型结构壁）清单子项m32.99324.621070932.992010120.016600066020.01DN600聚乙烯（PE）结构壁（B型结构壁）m32.99032.99012581257.990851108511257.99砂垫层m16.295、3875016.38756.00491015.989800985.98砂m16.3875016.387501501.0552.480860086052.4863D500聚乙烯（PE）结构壁（B型结构壁）1.环刚度:不小于8kN/m22.接口形式 弹性密封件连接、承插口电热焊接3.基础做法参见J12Z604-40(180砂基）m978.97439.02429787978.970101402.33231293707390393868402.33D500聚乙烯（PE）结构壁（B型结构壁）清单子项m978.97439.02429787978.97201012019579001957920DN600聚乙296、烯（PE）结构壁（B型结构壁）m978.970978.9701347134703397030339703347砂垫层m591.16890591.16896.00491016.0135500035506.01砂m591.16890591.168901501.0552.503103603103652.564D600聚乙烯（PE）结构壁（B型结构壁）1.环刚度:不小于8kN/m22.接口形式 弹性密封件连接、承插口电热焊接3.基础做法参见J12Z604-40(180砂基）m60.9543.633310760.90101385.39162721843023470385.39D600聚乙烯（PE）结构壁297、（B型结构壁）清单子项m60.9543.633310760.92010120121800121820直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 61 页DN600聚乙烯（PE）结构壁（B型结构壁）m60.9060.9013001300018270018270300砂垫层m68.052068.0526.004910298、16.01409004096.01砂m68.052068.05201501.0552.5035730357352.565D1800聚乙烯（PE）结构壁（B型结构壁）1.环刚度:不小于8kN/m22.接口形式 弹性密封件连接、承插口电热焊接3.基础做法参见J12Z604-40(180砂基）m159.334430.54705918159.3301014179.66416366178206659454179.66D1800聚乙烯（PE）结构壁（B型结构壁）清单子项m159.334430.54705918159.332010120318700318720DN600聚乙烯（PE）结构壁（B型结构壁）m1299、59.330159.3301410014100065325306532534100砂垫层m162.45310162.45316.00491016.01976009766.01砂m162.45310162.453101501.0552.5085290852952.566圆形污水检查井10301.参见图集J12Z602-182.砌筑材料品种、规格、强度等级:混凝土模块3.重型球墨铸铁“六防”井盖4.平均深3.05M5.含环梁6.井字架座132059.05267681301014547.4639206199110591174547.46圆形污水检查井1030清单子项座132059.052676813300、0101000000预拌混凝土 C10（现浇）m4.271704.2717194.17101194.0782900829194.07预拌混凝土 C25（现浇）m38.2579038.2579194.17101194.187429007429194.18预拌混凝土 C25（预制）m1.967201.9672194.17101194.1838200382194.18预拌混凝土 C30（预制）m1.723701.7237194.17101194.3533500335194.35标准砖m3.0403.04194.9996101195.0759300593195.07水泥砂浆m21467.6270146301、7.62714.99681011522010002201015塑钢爬梯t0.136200.1362515101513.95700070513.95煤焦沥青漆m21467.62701467.6275.151015.1575580075585.15预拌混凝土 C10（现浇）m4.271704.2717012131213.0309100910213.03预拌混凝土 C25（现浇）m38.2579038.25790123312330891408914233预拌混凝土 C25（预制）m1.967201.9672012331232.8204580458232.82预拌混凝土 C30（预制）m1.72370302、1.7237012431243.0804190419243.08直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 62 页标准砖千块2.076902.0769012501.005251.3405220522251.34水泥砂浆m1.6301.6301129.6721.02132.5202160216132.52塑料薄膜303、m21467.62701467.627010.71.010.7101038010380.71塑钢爬梯t0.136200.13620137951.0153854.63052505253854.63井盖套130130152015200676006760520煤焦沥青漆kg9.180409.180401151.0816.230149014916.2367圆形污水检查井9001.参见图集J12Z6022.砌筑材料品种、规格、强度等级:混凝土模块3.重型球墨铸铁“六防”井盖4.平均深2.1M5.含环梁6.井字架座252028.52507132501014431.247322237559011078144304、31.24圆形污水检查井900清单子项座252028.5250713250101000000预拌混凝土 C10（现浇）m7.977907.9779194.17101194.161549001549194.16预拌混凝土 C25（现浇）m71.451071.451194.17101194.18138740013874194.18预拌混凝土 C25（预制）m3.67403.674194.17101194.0771300713194.07预拌混凝土 C30（预制）m3.219103.2191194.17101194.1562500625194.15标准砖m5.6805.68194.999610119305、5.071108001108195.07水泥砂浆m22740.960902740.960914.99681011541106004110615塑钢爬梯t0.254500.2545515101514.7313100131514.73煤焦沥青漆m22740.960902740.96095.151015.151411600141165.15预拌混凝土 C10（现浇）m7.977907.9779012131212.960169901699212.96预拌混凝土 C25（现浇）m71.451071.451012331233016648016648233预拌混凝土 C25（预制）m3.67403.6740306、12331232.9908560856232.99预拌混凝土 C30（预制）m3.219103.2191012431242.9307820782242.93标准砖千块3.88403.884012501.005251.2909760976251.29水泥砂浆m3.0403.0401129.6721.02132.2404020402132.24塑料薄膜m22740.960902740.9609010.71.010.7101938019380.71塑钢爬梯t0.254500.25450137951.0153850.69098009803850.69直直接接成成本本测测算算明明细细表表 章节号项目名称307、项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 63 页井盖套25025015201520013000013000520煤焦沥青漆kg17.1454017.145401151.0816.210278027816.216890矩形三通混凝土检查井3150*31501.参见图集06MS201-3-342.混凝土强度等级：C253.重型球墨铸铁“六防”井盖4.平均井深为5.308、2M5.脚手架和模板工程座310929.5327893010116825.7307521972505047716825.6790矩形三通混凝土检查井3150*3150清单子项座310929.53278930101000000预拌混凝土 C25（现浇）m4.925904.9259194.17101194.0895600956194.08预拌混凝土 C25（现浇）m40.7004040.7004194.17101194.177903007903194.17预拌混凝土 C25（预制）m7.992207.9922194.17101194.191552001552194.19预拌混凝土 C30（预制）m309、0.257500.2575194.17101194.17500050194.17标准砖m22.52022.52194.9996101194.984391004391194.98水泥砂浆m2788.78290788.782914.99681011511829001182915塑钢爬梯t0.018100.0181515101497.249009497.24煤焦沥青漆m2788.78290788.78295.151015.1540620040625.15预拌混凝土 C25（现浇）m4.925904.9259012331233.050114801148233.05预拌混凝土 C25（现浇）m40.70310、04040.70040123312330948309483233预拌混凝土 C25（预制）m7.992207.9922012331232.980186201862232.98预拌混凝土 C30（预制）m0.257500.2575012431244.66063063244.66标准砖千块15.3944015.3944012501.005251.260386803868251.26水泥砂浆m8.2308.2301129.6721.02132.320108901089132.32塑料薄膜m2788.78290788.7829010.71.010.71055805580.71塑钢爬梯t0.018100311、.01810137951.0153867.40700703867.4井盖套3030152015200156001560520煤焦沥青漆kg1.467301.467301151.0816.3602402416.3669污水勾头1.管径1800以内个14770.0147701010139509003050039503950污水勾头清单子项个14770.014770190010190090000900900污水勾头个1010130501305003050030503050直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单312、价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 64 页70挖沟槽土方（主管道及预埋管）1.土壤类别:一、二类土2.挖深4m以内3.清单量同定额量m48802.945.0224499148802.942.3187541012.32113162001131622.3271填方（主管道及预埋管）1.填方材料品种:粘土2.清单量同定额量m29900.223.199538229900.223.5021013.5104711001047113.572余方313、弃置1.综合单价25元/m3（不含税）m18902.722547256818902.72010114.972828960028289614.97余方弃置清单子项m18902.722547256818902.722.997310135665700566573增运14kmm18902.72018902.720.8549140111.972262390022623911.9773钢筋混凝土方沟1.断面规格：B*H=3000*18002.垫层：50cm碎石3.侧壁、底板和顶板混凝土强度等级：预拌C30防水混凝土4.脚手架和模板工程5.泵送m1455.861660.0324167711455.86010314、11951.9810465211795287028418081951.98钢筋混凝土方沟清单子项m1455.861660.0324167711455.860101000000钢筋混凝土方沟m5721.529805721.5298180.00281011801029891001029891180碎石垫层m2769.4802769.486.004910161663000166306碎石m2769.4802769.48011011.1111.103076890307689111.1预拌C30防水混凝土m5721.529805721.5298012601260014875980148759826074315、现浇构件钢筋1.钢筋种类：三级钢2.钢筋规格：10以外t1055.7615935.2162661631055.76101014366.925437174066712046104294366.92现浇构件钢筋清单子项t1055.7615935.2162661631055.76151510151554371700543717515钢筋t1055.7611055.7610137951.0153851.9204066712040667123851.9275矩形混凝土检查井4800*40001.参见设计图纸2.混凝土强度等级:C30，P63.重型球墨铸铁“六防”井盖4.平均井深为5.23M5.脚手架和模316、板工程座759096.254136747010117134280888239051401199396171342.29矩形混凝土检查井4800*4000清单子项座759096.2541367470101000000预拌混凝土 C10（现浇）m136.92360136.9236194.17101194.17265860026586194.17预拌混凝土 C25（现浇）m1080.329801080.3298194.17101194.1720976800209768194.17预拌混凝土 C25（预制）m117.69410117.6941194.17101194.17228530022853194317、.17预拌混凝土 C30（预制）m21.3147021.3147194.17101194.194139004139194.19直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 65 页标准砖m214.530214.53194.9996101195418330041833195水泥砂浆m224965.742024965.318、74214.9968101153744060037440615塑钢爬梯t1.40401.404515101514.9672300723514.96煤焦沥青漆m224965.742024965.7425.151015.15128574001285745.15预拌混凝土 C10（现浇）m136.92360136.9236012131213029165029165213预拌混凝土 C25（现浇）m1080.329801080.329801233123302517170251717233预拌混凝土 C25（预制）m117.69410117.6941012331233027423027423233预拌混319、凝土 C30（预制）m21.3147021.3147012431242.980517905179242.98标准砖千块146.65420146.6542012501.005251.25036847036847251.25水泥砂浆m88.04088.0401129.6721.02132.27011645011645132.27塑料薄膜m224965.742024965.742010.71.010.710176510176510.71塑钢爬梯t1.40401.4040137951.0153851.8505408054083851.85井盖套7070152015200364003640520煤焦沥青320、漆kg113.52380113.523801151.0816.2018390183916.276变形缝1.类别:方沟变形缝2.材料品种、规格:橡胶止水带、聚乙烯低泡板m800.765.2452238800.7010197.16544162338307779997.16变形缝清单子项m800.765.2452238800.767.9610167.9654416005441667.96橡胶止水带m800.70800.701281.0228.5602286802286828.56聚苯乙烯泡沫塑料板m2105.9360105.936014.51.084.86051505154.8677700方沟检查井321、井筒1.砌筑材料品种、规格、强度等级:砼砌块2.砂浆强度等级、配合比:M153.重型球墨铸铁“六防”井盖4.平均井深为3.16M5.井字架座361572.36566053601011327.1913092346870477791327.19700方沟检查井井筒清单子项座361572.3656605360101000000标准砖m57.38057.38194.9996101195111890011189195水泥砂浆抹面m2113.90113.914.996810115170800170815塑钢爬梯t0.378400.3784515101515.3319500195515.33直直接接成成本本322、测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 66 页标准砖千块39.2229039.2229012501.005251.260985509855251.26水泥砂浆m28.55028.5501159.8171.02163.010465404654163.01塑钢爬梯t0.378400.37840137951.0153853.07323、01458014583853.07井盖套3603601520152001872001872052078挖沟槽土方（主管道及预埋管）1.土壤类别:一、二类土2.清单量同定额量m7055.375.06357007055.372.3187541012.321636000163602.3279填方（主管道及预埋管）1.填方材料品种:粘土2.清单量同定额量m47713.141498147713.5021013.51670800167083.580余方弃置1.综合单价25元/m3（不含税）m2284.3725571092284.37010114.9734188003418814.97余方弃置清单子项m22324、84.3725571092284.372.9973101368470068473增运14kmm2284.3702284.370.8549140111.9727341002734111.9781D500聚乙烯（PE）结构壁（B型结构壁）1.环刚度:不小于8kN/m22.接口形式 弹性密封件连接、承插口电热焊接3.基础做法参见J12Z604-40(180砂基）m21.63438.66948821.630101000000D500聚乙烯（PE）结构壁（B型结构壁）清单子项m21.63438.66948821.632010120.024330043320.02DN600聚乙烯（PE）结构壁（B型结构壁325、）m978.970978.9701347134703397030339703347砂垫层m591.16890591.16896.00491016.0135500035506.01砂m591.16890591.168901501.0552.503103603103652.582D1800聚乙烯（PE）结构壁（B型结构壁）1.环刚度:不小于8kN/m22.接口形式 弹性密封件连接、承插口电热焊接3.基础做法参见J12Z604-40(180砂基）m297.564436.21320036297.5601012247.31692766178206687092247.31D1800聚乙烯（PE）结构壁（B326、型结构壁）清单子项m297.564436.21320036297.562010120595100595120DN600聚乙烯（PE）结构壁（B型结构壁）m159.330159.3301410014100065325306532534100砂垫层m162.45310162.45316.00491016.01976009766.01砂m162.45310162.453101501.0552.5085290852952.583顶管工作坑及接收坑1.土壤类别:一、二类2.挖深8m以内3.挖顶管工作坑及接收土方m218.2148.0510485218.2175101751636600163667584余327、方弃置1.综合单价25元/m3(不含税)m218.21255455218.21010114.97326600326614.97余方弃置清单子项m218.21255455218.212.99731013654006543增运14kmm218.210218.210.8549140111.97261200261211.9785顶管工作坑、接收坑回填1.回填石粉m130.2996.5312577130.290101132500312195017198132直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈328、施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 67 页顶管工作坑、接收坑回填清单子项m130.2996.5312577130.2938.410138.4500300500338.4石粉m130.290130.290189.141.0593.601219501219593.686工作坑、接收坑壁锚喷1.锚喷厚度：300mm2.混凝土等级：预拌混凝土C25m2174.72191.8533520174.72010180.617471233501408280.6工作坑329、接收坑壁锚喷清单子项m2174.72191.8533520174.7210.001310110174700174710C25混凝土m52.416052.416012331.01235.33012335012335235.3387注浆锚管1.32*3.25mm普通水煤气管2.环向间距1m，纵向间距0.5m3.小导管单根长L=2.5mm104031.4326561040010124.9380811784302592424.93注浆锚管清单子项m104031.43265610407.771017.7780810080817.77锚管t4.804804.80480136551.0163713.580330、178430178433713.5888注浆1.水泥水玻璃浆2.其他详见设计图纸m24.96928.222316824.960101791.51278616970019756791.51注浆清单子项m24.96928.222316824.96111.6209402101111.622786002786111.62水泥水玻璃浆m24.96024.9601647.5061.05679.89016970016970679.8989钢筋网片1.8150*150网片2.位置：格栅与土体之间设置t1.9924623.5292101.99201014363.9610967597086934363.96钢筋网331、片清单子项t1.9924623.5292101.992550101550.21096001096550.28150*150网片t1.99201.9920137951.0053813.7607597075973813.7690钢筋1.工作坑及接收坑t8.5434200.19358828.54301014366.974400329070373074366.97钢筋清单子项t8.5434200.19358828.543515101515.044400004400515.04钢筋t8.54308.5430137951.0153851.930329070329073851.9391预埋铁件1.钢支撑预埋332、件t1.61411019.52177861.61401014366.798316217070484366.79预埋铁件清单子项t1.61411019.52177861.614515101514.8783100831514.87预埋铁件t1.61401.6140137951.0153851.9206217062173851.9292角钢1.钢架中角钢t3.6377020.95255353.63701014366.791873140090158824366.79角钢清单子项t3.6377020.95255353.637515101514.981873001873514.98角钢t3.63703.6333、370137951.0153851.80140090140093851.8直直接接成成本本测测算算明明细细表表 章节号项目名称项目特征计量单位子（分）公司合同收入数量成本预测合同清单单价合价测算直接成本单价数量单价合价分劈施工图实测数量工机单价工费换算系数主要材料单价材料消耗系数综合单价工机费材料费其他直接费合计1234567=4+5*68=3*49=3*5*61011=8+9+1012=11/3第 68 页93锁口圈梁1.混凝土种类：预拌混凝土C252.模板安拆m19.82471.58934719.820101324.021467495506422324.02锁口圈梁清单子项m19.82471.58934719.827410174.02146700146774.02预拌混凝土C25m19.82019.82012501250049550495525094临时钢支撑1.部位：顶管坑及接收坑t