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1、下石坪桥上部结构工程量及劳务造价(一) 项目 名称单位工程数量人工费(元)支模面积m2模板(元m2)合计金额(元)单价金额单价金额预制板50混凝土m3253.88020304铰链及封锚40混凝土m344.8753360桥面连续C40混凝土m38.06048桥面铺装40混凝土m368.4453078沥青混凝土m330.2621872.4防水层m2379.83212153.6预制板s15.2钢绞线Kg8949.0 0.857606.65钢筋HRB400 C16Kg7917.00.856729.45钢筋HRB400 C12Kg7617.0 0.855474.45钢筋HRB400 C10Kg14907
2、.00.8512670.95钢筋HPB3008Kg10329.00.858779.65铰链及封锚钢筋HRB400 C12Kg3471.00.852950.35防震锚栓钢筋HRB400 C25Kg150.10.85127.585桥面铺装钢筋HRB400 C12Kg6980.10.855933.085桥面连续钢筋HRB400 C16Kg1247.80.851060.63钢筋HRB400 C12Kg479.00.85407.15铰链及封锚PVC泄水管套2815420预制板钢板Kg2452.0 49808防震锚栓无缝钢管Kg63.44253.6预制板波纹管D63mmm1624.811624.8支座GY
3、Z D20035块562112GYZF D20037块28256伸缩缝C-40型钢伸缩缝m19.0595锚具15-4.套600.53015-5.套1080.554合计金额105009.35下石坪桥下部结构工程量及劳务造价(二) 项 目名 称单位工程数量人工费(元)支模面积m2模板(元m2)合计金额(元)单价金额单价金额盖梁30混凝土m339.4803152墩身30混凝土m324.9801992台帽30混凝土m39.180728桩基25混凝土m3132.78010616系梁25混凝土m39.280736台身25混凝土m361.2804896盖梁钢筋HRB400 C28Kg7998.40.8567
4、96.91钢筋HPB30010Kg1907.40.851621.29桩基钢筋HRB400 C25Kg5351.10.854548.435钢筋HRB400C22Kg319.20.85271.32钢筋HRB400 C20Kg212.80.85180.88钢筋HRB400C12Kg37.70.8532.045钢筋HPB3008Kg358.00.85304.3墩身钢筋HRB400 C20Kg2263.60.851924.06钢筋HPB30010Kg340.60.85289.51系梁钢筋HRB400C16Kg209.80.85178.33钢筋HRB400C12Kg248.20.85210.97台帽钢筋H
5、RB400C12Kg286.00.85243.1钢筋HPB3008Kg119.00.85101.15台身钢筋HRB400C12Kg2223.00.851889.55钢筋HPB3008Kg252.10.85214.285台帽PVC泄水管套132.8151992台身C20片石混凝土m3560.07542000台基C20片石混凝土m3356.07526700其它桩基造孔 ,130cmm6460038400锥坡填料m38205545100合计金额(元)195118.135下石坪桥附属工程量及劳务造价(三) 项 目名 称单位工程数量人工费(元)支模面积m2模板(元m2)合计金额(元)单价金额单价金额人行
6、道及栏杆C30混凝土m364.0805120M20水泥砂浆m33.665234搭板C30混凝土m317.8801424搭板钢筋HRB400 C22Kg1665.60.851415.76钢筋HRB400 C16Kg1144.80.85973.08钢筋HRB400C12Kg80.00.8568人行道及栏杆钢筋HRB400C10Kg2454.0 0.852085.9钢筋HPB30012Kg6808.00.855786.8钢筋HPB3008Kg511.00.85434.35基坑开挖基坑挖土m3528.0136864开挖挖石m3793.01511895锥坡护坡7.5号砂浆砌30号片石m3320.0802
7、5600合计金额(元)61900.89说明:下石坪桥造价金额:362028.375元 (一)+(二)+(三)=105009.35+195118.135+61900.89=362028.375(元)文档收集自网络,仅用于个人学习注:不包括模板制作费、吊装费、设备租赁费、购置费.版权申明本文部分内容,包括文字、图片、以及设计等在网上搜集整理.版权为个人所有This article includes some parts, including text, pictures, and design. Copyright is personal ownership.文档收集自网络,仅用于个人学习用户可将
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