Tender For Remaining Part Of Cc Construction Work From Bighamau-Gulab Nagla Link Road To Jailal Nagla Link Road Of Vikas Khand Mohammadabad - Construction Of Embankment With Approved Material Obtained From Borrow Pits With Lift Upto 1.5 M, Transporting To, Mohammadabad-Uttar Pradesh
TDR : 51706171
Tender Notice
BOQ
Expired
Mohammadabad
Uttar Pradesh
Tender For Remaining Part Of Cc Construction Work From Bighamau-Gulab Nagla Link Road To Jailal Nagla Link Road Of Vikas Khand Mohammadabad - Construction Of Embankment With Approved Material Obtained From Borrow Pits With Lift Upto 1.5 M, Transporting To
Name of Work: Vikash khand mohammdabad ke Bighamau-Gulab Nagla Sampark Marg se Jailal nagla sampark Marg C.C. Nirman Karya Ka sesh Bhag.
Sl. No.
Item Description
1
Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m, transporting to site, spreding, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with lead upto 100 m as per Technical Specifiction Clause- 301.5
2
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
3
Construction of granular sub-base by providing well graded material] spreading in uniform layers with motor grader/ tractor mounted appropriate equipment on prepare surface mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achieve the desired density, complete as per clause 401
4
providing, laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with smooth wheeled 80-10 Kn in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of caorse aggregate, watering and compacting to the required density grading -3as per T.S.C. 405
5
construction of un reinfoced, dowel jointed at expansion and construction joint only, 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 an using curing compound ( where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
6
Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204.
7
Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m, transporting to site, spreding, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with lead upto 100 m as per Technical Specifiction Clause- 301.5
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