Bhubaneswar Development Authority Tender
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Bhubaneswar Development Authority - BDA Tender
Air Compressor
Eprocure
Opening Date19 Mar 2021
Closing Date31 Mar 2021
Tender AmountRefer Documents
Costs
EMD
₹ 32,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_BDABU_67317_2Bid Award Id
ViewTender No
353/EE-I/BDA/202021, Dated-16.03.2021Tender Authority
Bhubaneswar Development Authority ViewPurchaser Address
-Website
http://https://www.bda.gov.in/
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Documents
BOQ Items
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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
1980
-
24.54
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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
3190
-
8.7
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Providing and laying 50 mm 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 of technica specification of road and bridge work MORT&H (5th revision) and as directed by Engineer-in-charge as to achieve the desired compaction.
166.65
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5791.9
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Providing and laying 25 mm thick semidense bituminous concrete 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 @ 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 MoRTH specification clause No. 507 of technica specification of road and bridge work MORT&H (5th revision) and as directed by Engineer-in-charge complete in all respects
83.33
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7797.44
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Filling road side berm with ordinary soil including watering and compacting with PRR within 5km lead including HRR of PRR with POL as directed by Engineer-in-charge complete in all respectsetc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.
181.5
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269.51
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Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-20 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually etc. all complete as per Clause 408 and directionof Engineer-in-charge.
65
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252
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Supplying, providing 2.5 mm thick hot applied thermoplastic road marking material homogeneously composed of aggregate pigment, resin, glass reflectorizing beads with colour of the compound white or yellow as per IS 356 as specified in the drawing conforming to clause no. 803 of Technical specification for road & bridge works (5th revision) & as directed by Engineer in charge
247.5
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495.1
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