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委托,于
2024-10-30在采購(gòu)與招標(biāo)網(wǎng)發(fā)布
元謀至大姚(新街)高速公路項(xiàng)目-土建5分部樁基機(jī)械服務(wù)租賃。現(xiàn)邀請(qǐng)全國(guó)供應(yīng)商參與投標(biāo),有意向的單位請(qǐng)及時(shí)聯(lián)系項(xiàng)目聯(lián)系人參與投標(biāo)。
(略)南建投第(略)公司樁基機(jī)械服務(wù)租賃公開
招標(biāo)公告第一章(略)招標(biāo)領(lǐng)導(dǎo)小組批準(zhǔn),根據(jù)《中華人民共和國(guó)招標(biāo)投標(biāo)法》、《中華人民共和國(guó)招標(biāo)投標(biāo)法實(shí)施(略)企管部就機(jī)械租賃組織
公開招標(biāo)。一、項(xiàng)目信息及
招標(biāo)內(nèi)容:項(xiàng)目名稱:(略)謀至大姚((略))(略)項(xiàng)目土建5(略)部項(xiàng)目地址:(略)號(hào)ttttttttt子目號(hào)ttttttttt標(biāo)準(zhǔn)費(fèi)用項(xiàng)編碼ttttttttt子目名稱ttttttttt計(jì)量規(guī)則ttttttttt工作內(nèi)容ttttttttt單位ttttttttt工作量(暫估)ttttttttt備注ttttttttttttttttt1ttttttttt(略)-1-1-5tttttttttGJ(略)-1-1-5-(略)ttttttttt直徑1.3mttttttttt1.依據(jù)圖紙所示樁長(zhǎng)及混凝土強(qiáng)度等級(jí),按照不同樁徑的混凝土體積以立方米為單位計(jì)量;2.施工時(shí)水深小于2米含2米的為(略)上鉆孔灌注樁;3.樁長(zhǎng)為樁底高程至承臺(tái)底面或系梁底面。對(duì)于與樁連為一體的柱式墩臺(tái),如無(wú)承臺(tái)或系梁時(shí),則以樁位處原始地面線為(略)界線,地面線以下部(略)為灌注樁樁長(zhǎng),若圖紙有標(biāo)示的,按圖紙標(biāo)示為準(zhǔn)。ttttttttt1.安(略);2.鉆機(jī)(略)修建;3.鉆機(jī)安、拆,就位;4.鉆孔、成孔、成孔檢查;5.泥漿池布置、造漿、沉渣處理;6.廢渣清運(yùn);7.鋼筋籠吊裝;8.混凝土澆筑;9.配合樁檢;tttttttttm3ttttttttt(略).(略)tttttttttttttttttttttt2ttttttttt(略)-1-1-6tttttttttGJ(略)-1-1-6-(略)ttttttttt直徑1.4mttttttttt1.依據(jù)圖紙所示樁長(zhǎng)及混凝土強(qiáng)度等級(jí),按照不同樁徑的混凝土體積以立方米為單位計(jì)量;2.施工時(shí)水深小于2米含2米的為(略)上鉆孔灌注樁;3.樁長(zhǎng)為樁底高程至承臺(tái)底面或系梁底面。對(duì)于與樁連為一體的柱式墩臺(tái),如無(wú)承臺(tái)或系梁時(shí),則以樁位處原始地面線為(略)界線,地面線以下部(略)為灌注樁樁長(zhǎng),若圖紙有標(biāo)示的,按圖紙標(biāo)示為準(zhǔn)。ttttttttt1.安(略);2.鉆機(jī)(略)修建;3.鉆機(jī)安、拆,就位;4.鉆孔、成孔、成孔檢查;5.泥漿池布置、造漿、沉渣處理;6.廢渣清運(yùn);7.鋼筋籠吊裝;8.混凝土澆筑;9.配合樁檢;tttttttttm3ttttttttt(略).(略)tttttttttttttttttttttt3ttttttttt(略)-1-1-7tttttttttGJ(略)-1-1-7-(略)ttttttttt直徑1.5mttttttttt1.依據(jù)圖紙所示樁長(zhǎng)及混凝土強(qiáng)度等級(jí),按照不同樁徑的混凝土體積以立方米為單位計(jì)量;2.施工時(shí)水深小于2米含2米的為(略)上鉆孔灌注樁;3.樁長(zhǎng)為樁底高程至承臺(tái)底面或系梁底面。對(duì)于與樁連為一體的柱式墩臺(tái),如無(wú)承臺(tái)或系梁時(shí),則以樁位處原始地面線為(略)界線,地面線以下部(略)為灌注樁樁長(zhǎng),若圖紙有標(biāo)示的,按圖紙標(biāo)示為準(zhǔn)。ttttttttt1.安(略);2.鉆機(jī)(略)修建;3.鉆機(jī)安、拆,就位;4.鉆孔、成孔、成孔檢查;5.泥漿池布置、造漿、沉渣處理;6.廢渣清運(yùn);7.鋼筋籠吊裝;8.混凝土澆筑;9.配合樁檢;tttttttttm3ttttttttt(略).(略)tttttttttttttttttttttt4ttttttttt(略)-1-1-8tttttttttGJ(略)-1-1-8-(略)ttttttttt直徑1.6mttttttttt1.依據(jù)圖紙所示樁長(zhǎng)及混凝土強(qiáng)度等級(jí),按照不同樁徑的混凝土體積以立方米為單位計(jì)量;2.施工時(shí)水深小于2米含2米的為(略)上鉆孔灌注樁;3.樁長(zhǎng)為樁底高程至承臺(tái)底面或系梁底面。對(duì)于與樁連為一體的柱式墩臺(tái),如無(wú)承臺(tái)或系梁時(shí),則以樁位處原始地面線為(略)界線,地面線以下部(略)為灌注樁樁長(zhǎng),若圖紙有標(biāo)示的,按圖紙標(biāo)示為準(zhǔn)。ttttttttt1.安(略);2.鉆機(jī)(略)修建;3.鉆機(jī)安、拆,就位;4.鉆孔、成孔、成孔檢查;5.泥漿池布置、造漿、沉渣處理;6.廢渣清運(yùn);7.鋼筋籠吊裝;8.混凝土澆筑;9.配合樁檢;tttttttttm3ttttttttt(略).(略)tttttttttttttttttttttt5ttttttttt(略)-1-1-9tttttttttGJ(略)-1-1-9-(略)ttttttttt直徑1.7mttttttttt1.依據(jù)圖紙所示樁長(zhǎng)及混凝土強(qiáng)度等級(jí),按照不同樁徑的混凝土體積以立方米為單位計(jì)量;2.施工時(shí)水深小于2米含2米的為(略)上鉆孔灌注樁;3.樁長(zhǎng)為樁底高程至承臺(tái)底面或系梁底面。對(duì)于與樁連為一體的柱式墩臺(tái),如無(wú)承臺(tái)或系梁時(shí),則以樁位處原始地面線為(略)界線,地面線以下部(略)為灌注樁樁長(zhǎng),若圖紙有標(biāo)示的,按圖紙標(biāo)示為準(zhǔn)。ttttttttt1.安(略);2.鉆機(jī)(略)修建;3.鉆機(jī)安、拆,就位;4.鉆孔、成孔、成孔檢查;5.泥漿池布置、造漿、沉渣處理;6.廢渣清運(yùn);7.鋼筋籠吊裝;8.混凝土澆筑;9.配合樁檢;tttttttttm3ttttttttt(略).(略)tttttttttttttttttttttt6ttttttttt(略)-1-1-(略)tttttttttGJ(略)-1-1-(略)-(略)ttttttttt直徑1.9mttttttttt1.依據(jù)圖紙所示樁長(zhǎng)及混凝土強(qiáng)度等級(jí),按照不同樁徑的混凝土體積以立方米為單位計(jì)量;2.施工時(shí)水深小于2米含2米的為(略)上鉆孔灌注樁;3.樁長(zhǎng)為樁底高程至承臺(tái)底面或系梁底面。對(duì)于與樁連為一體的柱式墩臺(tái),如無(wú)承臺(tái)或系梁時(shí),則以樁位處原始地面線為(略)界線,地面線以下部(略)為灌注樁樁長(zhǎng),若圖紙有標(biāo)示的,按圖紙標(biāo)示為準(zhǔn)。ttttttttt1.安(略);2.鉆機(jī)(略)修建;3.鉆機(jī)安、拆,就位;4.鉆孔、成孔、成孔檢查;5.泥漿池布置、造漿、沉渣處理;6.廢渣清運(yùn);7.鋼筋籠吊裝;8.混凝土澆筑;9.配合樁檢;tttttttttm3ttttttttt(略).(略)tttttttttttttttttttttt7ttttttttt(略)-1-1-(略)tttttttttGJ(略)-1-1-(略)-(略)ttttttttt直徑2.0mttttttttt1.依據(jù)圖紙所示樁長(zhǎng)及混凝土強(qiáng)度等級(jí),按照不同樁徑的混凝土體積以立方米為單位計(jì)量;2.施工時(shí)水深小于2米含2米的為(略)上鉆孔灌注樁;3.樁長(zhǎng)為樁底高程至承臺(tái)底面或系梁底面。對(duì)于與樁連為一體的柱式墩臺(tái),如無(wú)承臺(tái)或系梁時(shí),則以樁位處原始地面線為(略)界線,地面線以下部(略)為灌注樁樁長(zhǎng),若圖紙有標(biāo)示的,按圖紙標(biāo)示為準(zhǔn)。ttttttttt1.安(略);2.鉆機(jī)(略)修建;3.鉆機(jī)安、拆,就位;4.鉆孔、成孔、成孔檢查;5.泥漿池布置、造漿、沉渣處理;6.廢渣清運(yùn);7.鋼筋籠吊裝;8.混凝土澆筑;9.配合樁檢;tttttttttm3ttttttttt(略).(略)tttttttttttttttttttttt8ttttttttt(略)-1-1-(略)tttttttttGJ(略)-1-1-(略)-(略)ttttttttt直徑2.2mttttttttt1.依據(jù)圖紙所示樁長(zhǎng)及混凝土強(qiáng)度等級(jí),按照不同樁徑的混凝土體積以立方米為單位計(jì)量;2.施工時(shí)水深小于2米含2米的為(略)上鉆孔灌注樁;3.樁長(zhǎng)為樁底高程至承臺(tái)底面或系梁底面。對(duì)于與樁連為一體的柱式墩臺(tái),如無(wú)承臺(tái)或系梁時(shí),則以樁位處原始地面線為(略)界線,地面線以下部(略)為灌注樁樁長(zhǎng),若圖紙有標(biāo)示的,按圖紙標(biāo)示為準(zhǔn)。ttttttttt1.安(略);2.鉆機(jī)(略)修建;3.鉆機(jī)安、拆,就位;4.鉆孔、成孔、成孔檢查;5.泥漿池布置、造漿、沉渣處理;6.廢渣清運(yùn);7.鋼筋籠吊裝;8.混凝土澆筑;9.配合樁檢;tttttttttm3ttttttttt(略).(略)tttttttttttttttttttttt備注ttttttttt1.以上招標(biāo)數(shù)量為暫估數(shù)量,僅供參考。最終結(jié)算量以實(shí)際(略)施工所需的臺(tái)班數(shù)量為準(zhǔn),若因施工圖、設(shè)計(jì)變更等原因,致使與招標(biāo)機(jī)械實(shí)際使用數(shù)量與招標(biāo)數(shù)量發(fā)生較大偏差時(shí),投標(biāo)人應(yīng)予接受,并不得以此作為調(diào)價(jià)和索賠依據(jù)。ttt2.以上機(jī)械應(yīng)保證滿足項(xiàng)目施工要求。若因投標(biāo)人提供的機(jī)械不符合要求,不能安全施工,造成項(xiàng)目無(wú)法施工,給工期造成延誤的損失費(fèi)用全部由投標(biāo)人承擔(dān)。ttt3(略)項(xiàng)目的機(jī)械投標(biāo)人應(yīng)充(略)考慮和了解施工地點(diǎn)的地理位置和條件,其他因素,造成機(jī)械租賃價(jià)格上漲的,招標(biāo)人有權(quán)認(rèn)為投標(biāo)人在投標(biāo)過(guò)程中已考慮到風(fēng)險(xiǎn)因素,不作為價(jià)格上調(diào)的依據(jù),招標(biāo)人有權(quán)拒絕調(diào)(略)價(jià)格。ttt4.
招標(biāo)文件綜合單價(jià)應(yīng)包括但不限于機(jī)械配件費(fèi)、人員工資、利潤(rùn)、風(fēng)險(xiǎn)、管理費(fèi)、稅金、(略)規(guī)定的承包工作所需的一切費(fèi)用。tttttttttttttttttt二、投標(biāo)人
資格要求:1.投標(biāo)單位為機(jī)械的產(chǎn)權(quán)者或租賃主體。投標(biāo)單位具有獨(dú)立法人資格,有國(guó)家行業(yè)管理部門核發(fā)的營(yíng)業(yè)執(zhí)照、開戶許可證。2.技術(shù)要求:出租的機(jī)械設(shè)備和施工機(jī)械及配件應(yīng)符合國(guó)家有關(guān)法律法規(guī)和安全技術(shù)標(biāo)準(zhǔn)、規(guī)范的要求、所租賃機(jī)械符合國(guó)家及行業(yè)標(biāo)準(zhǔn)。三、
報(bào)價(jià)要求:1.報(bào)價(jià)需增值稅(9%)。2.報(bào)價(jià)要求:提交((略))電子版及(略)的
投標(biāo)文件、報(bào)價(jià)
明細(xì)清單,未提交((略))視為報(bào)價(jià)無(wú)效。四、特殊說(shuō)明要求及圖紙:無(wú)。五、付款式:甲方在收到項(xiàng)目建設(shè)單(略)進(jìn)度款后,按甲乙雙方確認(rèn)的《機(jī)械設(shè)備租賃結(jié)算單》的(略)%進(jìn)行(略);(略)%根據(jù)甲方
資金情況安排(略),在機(jī)械設(shè)備退場(chǎng)完畢(略)天,向乙方(略)剩余3%尾款。六、租賃期:按甲方通知要求。七、地址:(略)1、(略)時(shí)間:自通過(guò)資格
預(yù)審開始。2、(略)截止時(shí)間:(略)年(略)月5日9:(略)時(shí)。九、投標(biāo)時(shí)間及地址:1、投標(biāo)時(shí)間:(略)年(略)月7日9:(略)時(shí)開始。2、投標(biāo)截止時(shí)間:(略)年(略)月7日9:(略)時(shí)。3(略)上營(yíng)家(略)投標(biāo)R逾期不予受理。十、
開標(biāo)時(shí)間及地點(diǎn)1.開標(biāo)時(shí)間:(略)年(略)月7日9:(略)時(shí)開。2(略)上營(yíng)家(略)R十一、聯(lián)系方式聯(lián)系人:(略):技術(shù)(略)