2007年公路工程预算定额勘误(三).doc
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1、project design. Construction preparation phase and construction tender approval for project administration procedures project site level. Project implementation schedule in Figure 2, the implementation of control measures (a .7、Tender procedures (a) invites tenders for the project in accordance with
2、 the relevant provisions of the State to comply with the project approval procedure, after obtaining the approval of public tenders. Publish tender notices tender specified media. Notice shall set forth the name and address of the tenderer, the nature, quantity, implementation of the project locatio
3、n and the times and ways to obtain tender documents and other items. This item should include the tender project of technical requirements, bidder eligibility criteria, bid requirements and evaluation standards of all substantive requirements and intends to sign the contracts terms and conditions. (
4、B) investigation and design bidding is the entire basis of the project of investigation and design work. Public tender of project design, public choice of investigation and design units, the project design is building professional grade b or above qualification of bidders. (C) quality of tendering a
5、nd construction supervision for engineering construction supervision plays a key role. At the time of construction supervision of tendering and public supervision of project construction management enterprises. This project require bidders to have construction engineering grade b or above qualificat
6、ion. (D) the construction Enterprise bidding engineering needs require bidders to have construction grade or above qualification. (E) main material procurement according to the projects needs, public choice major material suppliers, equipment, technology and material quality of the bidders shall con
7、form to the design requirements of this project, high quality and low price and reliable after-sales service. Potential bidders to the project site. The tender documents issued from the date of the item to the bidder submitting the tender closing date, the shortest shall not be less than 20th. 8 bid
8、ding this item the bidder should have the capacity to undertake the project, preparation of tender documents and shall be in accordance with the requirements of the tender documents. The bid documents shall respond to substantive requirements and conditions for tender documents. Bidders shall tender
9、 prior to the deadline for submission of bid documents, the tender documents the place. Less than three bidders, the Tenderer shall, in accordance with the way new. Bidders bid after the bid project part of the non-principal, critical work to subcontractors shall be set out in the tender documents.
10、Bidders shall not collude with the tender offer, and may not crowd out other bidders, fair competition, and must not harm the tenderer or bidders legitimate rights and interests. Bidders not定额勘误表三(出处:中交经纬,经交通部定额站授权发布)一、预算定额1. 1-3-8 CFG桩处理软土地基定额,顺序号2 C15水泥混凝土的代号为“17”。P682. 2-1-7厂拌基层稳定土混合料定额附注修改为:“本定额
11、是按拌和能力为300t/h的拌和设备编制的,若采用其他型号的拌和设备施工时,可按下表中的数据抽换定额中人工、装载机和拌和设备的消耗数量”。P11533-1-9现浇混凝土衬砌定额第1至第5个子目按下表修改: P215顺序号项 目单位代号模板台车模架仰拱仰拱回填连拱隧道中隔墙10 m31t123451人工工日15.517.33.92.58.42C15泵送混凝土m345-(10.40)-3C25泵送混凝土m347(11.70)(11.70)(10.40)- (10.40)4原木m3101-0.012-00045锯材m310200120.0240.010-00086-24略2560 m3/h以内混凝土
12、输送泵台班13160.130.130.110.110.1326-28略29基 价元1999327635472357207127284第四章 桥涵工程 说明 第二条改为“定额中混凝土工程除大型预制构件底座、混凝土搅拌站安拆和钢桁架桥式码头项目中已考虑混凝土的拌和费用外,其他混凝土项目中均未考虑混凝土的拌和费用,应按有关定额另行计算。” P26954-4-7定额第4至21子目按下表修改: P429顺序号项 目单位代号冲抓成孔卷扬机配吊斗起重机配吊斗输送泵10 m34561人工工日120.310.63.02C25水泥混凝土m319-3C25水下混凝土m329(13.75)(13.75)(14.02)
13、4C25泵送混凝土m347-532.5级水泥t8325.8715.8715.9876水m38663337中(粗)砂m38997.017.017.158碎石(4cm)m39529.499.499.679其他材料费元9962.12.12.110设备摊销费元99754.654.654.61160 m3/h以内混凝土输送泵台班1316-0.111212t以内汽车式起重机台班1451-0.46-1350kN以内单筒慢动卷扬机台班15001.07-14小型机具使用费元19984.21.8-15基价元1999398937273203P429顺序号项 目单位代号冲击成孔卷扬机配吊斗起重机配吊斗输送泵10 m3
14、7891人工工日119.010.03.02C25水泥混凝土m319-3C25水下混凝土m329(12.73)(12.73)(12.98)4C25泵送混凝土m347-532.5级水泥t8325.4365.4365.5426水m38663337中(粗)砂m38996.496.496.628碎石(4cm)m39528.788.788.969其他材料费元9962.32.32.310设备摊销费元99747.847.847.81160 m3/h以内混凝土输送泵台班1316-0.101212t以内汽车式起重机台班1451-0.42-1350kN以内单筒慢动卷扬机台班15000.99-14小型机具使用费元19
15、983.91.7-15基价元1999370134542973P430 单位:10 m3实体顺序号项 目单位代号回旋、潜水钻成孔桩径100(cm)以内卷扬机配吊斗起重机配吊斗输送泵1011121人工工日118.19.52.82C25水泥混凝土m319-3C25水下混凝土m329(12.19)(12.19)(12.43)4C25泵送混凝土m347-532.5级水泥t8325.2055.2055.3086水m38663337中(粗)砂m38996.226.226.348碎石(4cm)m39528.418.418.589其他材料费元9962.72.72.710设备摊销费元99752.652.652.6
16、1160 m3/h以内混凝土输送泵台班1316-0.101212t以内汽车式起重机台班1451-0.41-1350kN以内单筒慢动卷扬机台班15000.95-14小型机具使用费元19983.81.6-15基价元1999354733172855P430 单位:10 m3实体顺序号项 目单位代号回旋、潜水钻成孔桩径150(cm)以内卷扬机配吊斗起重机配吊斗输送泵1314151人工工日117.08.51.92C25水泥混凝土m319-3C25水下混凝土m329(12.01)(12.01)(12.24)4C25泵送混凝土m347-532.5级水泥t8325.1285.1285.2266水m386633
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