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 
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Description

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BOQ Items

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Supplying, mixing, providing laying Wet Mix Macadam (WMM) in approved 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.

907.2

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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

5880

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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

10514

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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.

537.29

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5664

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Providing and laying Semidense 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.

268.64

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7329.5

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Supplying and Filling clean course sand in foundation and plinth, free from deliterious materials, earth, earthclods, roots and boulders etc watered and well compacted,including cost of all materials, labour and T&P etc complete below leveling course of open foundations / approach slab etc complete as per technical specification for Road & Bridge works (MORTH 5th revision) & as directed by Engineer in charge.

60

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332.7

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Providing and laying D.L.C. in foundation and floor using cement, 4cm size black hard crusher broken granite stone metal, screened and washed sharp sand for mortar of approved quality from approved quarry, including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15cm thick in each layer including cost all labour, sundries, T&P required for the work including shoring, shuttering and dewatering, hire and running charges of water pump complete if required as per the instruction of Engineer-in-charge.

120

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2430

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Providing and laying PQC excluding reinforcement complete as per drawing and Technical Specifications incluidng the cost of Steel Centering and shuttering and reinforced C.C. structural elements using black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth including the cost of the materials, cost of labour, conveyance, loading, unloading, royalties, watering and curing for the required period, T&P, hire and running charges of concrete mixer and vibrator, cost of Admixtures in recommended proportions etc. complete as per diredction of the Engineer-in-charge

180

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4628.4

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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

582

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495.1



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