Tender For Cc Road Construction Work From Gt Road Mahgaon To Model Talab - Construction Ofgranular Sub-Baseby Providing Well Graded Material , Spreading In Uniform Layers With Motor Grader On Prepared Surface Mixing By Mix In Place Method With Rotavator A, Kaushambi-Uttar Pradesh
TDR : 48877587
Tender Notice
Corrigendum Details
BOQ
Expired
Kaushambi
Uttar Pradesh
Corrigendum : Tender For Cc Road Construction Work From Gt Road Mahgaon To Model Talab - Construction Ofgranular Sub-Baseby Providing Well Graded Material , Spreading In Uniform Layers With Motor Grader On Prepared Surface Mixing By Mix In Place Method With Rotavator A
Due Date Extended for tenders closing on 07-05-2025.
Admin Corrigendum Date Extend
10-05-2025
Name of Work: G T road mehgaav se madal talaab tk cc road nirman kary.
Sl. No.
Item Description
1
Construction ofgranular Sub-baseby providing well graded material , spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel rollerto achieve the desired density, complete as perTechincal Specificationclause 401
2
Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4-53mm)to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. WBM Gradeing-3as per Technical Specification Clause 405
3
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.
4
Construction of un-reinforced,plain cement concrete pavement thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer compacted using needle, screed and plate vibrators, curing of concrete slabs for 14-days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification MORD clause 1500.4 including 125 micron polythene sheet and Construction Joint.
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