Bhubaneswar Development Authority Tender

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

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

Providing and laying dense 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.

Providing and laying 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

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

Earthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. 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.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying P.C.C. of prop.(1:3:6) in F & P using 40mm nominal size downgraded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

R.C.C. work of M-20 having minimum compressive strength of 20N /./mm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 over top of skating track and ramp etc. and as per specification of MORTH (4th edition) with 12mm size crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

Base Slab

Wall ( Drain)

Wall( Culvert)

Deck Slab

Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)