Bhubaneswar Development Authority Tender
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Bhubaneswar Development Authority - BDA Tender
Eprocure
Opening Date26 Feb 2021
Closing Date18 Mar 2021
Tender AmountRefer Documents
Costs
EMD
₹ 1,00,300Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_BDABU_66742_2Bid Award Id
ViewTender No
110/EM/BDA/2020-21, Dated-17.02.2021Tender Authority
Bhubaneswar Development Authority ViewPurchaser Address
-Website
http://https://www.bda.gov.in/
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Documents
BOQ Items
... More
Construction of granular sub-base by providing coarse graded Grading-IV Material as per 400-1section 900 and table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by place in method rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRT&H specifications for Road & Bridge works (4th Revision) includinig all cost etc. complete as per direction of Engineer-in-charge.
623.31
-
1678.58
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Supplying, mixing, providing laying 200mm thick Wet Mix Macadam (WMM) in compacted layer thickness to line, level grade & slope as per approved working drawing and approved mix design conforming to grading specified in (Table 400-I3 ) & as per clause 406 of Technical specification for road and bridge works MORT&H (5th revision) & as per direction of Engineer-in-charge.
2195.14
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1616.7
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Supplying, providing, spraying & prime coat over prepared granular base (WMM) with Bituminous emulsion of medium porosity (slow setting-1) complying with IS 8887-2004 spraying with a self propelled bitumen pressure sprayer uniformly at the specified temperature complete as per Cl.502 of Technicalspecification for road and bridge work MORT&H (5th revision) and as directed by Engineer-in-charge
10162.69
-
18.2
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Supplying, providing and applying tack coat Cationic bitumen emulsion (RS 1) complying with IS:8887-2004 spraying with the help of a self propelled pressure sprayer to spread uniformly over the cleaned prepared dust free surface as per Clause.503 of technica specification of road and bridge work MORT&H (5th revision) and as directed by Engineer-in-charge
10162.69
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6.8
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Providing and laying 50mm thick bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transported to site,laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 505 to achieve the desired compaction.
508.14
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5664
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Providing and laying 25mm thick Semidense Bituminous using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects
254.07
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7329.5
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Filling of road side berm with ordinary soil in in layers of required thickness by mechanical means within 5km lead including watering, if necessary and including all tools, requisite, plants, machinery etc. complete including full compensation to all inclusive costs, all operation contingencies incidentals, involved for the finished defect free item of work complete to specification as per technical specification Part I/II, section 2900 and its relevant sub clauses of MoRT&H specificatio for Road & Bridge works (4th revision) as per approved drawings and including cost and conveyance of all materials, labour, T&P etc. as required for the work complete as per direction of Engineer-in-charge. (Including carriage of excavated earth within 5 K.M. lead)
877.54
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269.5
... More
Compacting and watering up to ordinary compaction rolling earth work with PRR in berm in layers not exceeding 0.23m by power road roller including hire and running charges of the roller etc. complete and as per direction of Engineer in charge.
542.01
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3.83
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