Bhubaneswar Development Authority Tender

Supplying, mixing, providing laying in approved layer thickness to line, level grade & slope and constructing as per approved working drawing and approved mix design of wet mix Macadam (WMM) with different grades of materials mentioned in table (400-10 & 400-11) & Technical specification part I / II Cl. 406 and its related sub-clauses along with Cl. 112 of specification for road and bridge work MORT&H (4th revision), including mixing in approved mixing plant with arrangement for controlled addition of water and transporting the mix from the plant to site by trucks /tippers and unloading the same to the hopper of the self propelled sensor paver, paving the same compacting by vibrating roller of minimum 80 to 100 kn static weight or of equivalent capacity to achieve minimum required density complete including full compensation all operations, all inclusive costs, contigencies, incidentals involved for finished defect free item of work complete to specification including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.

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 50 mm thick 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 to achieve the desired compaction.

Providing and laying 25mm thick semi dense 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 @ 4.5 to 5 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. 508 complete in all respects including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.

Filling road side bearm with ordinary soil in required layers of thickness by mechanical means 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 MORTH specificatio for Road & Bridge works (4th revision) as per approved drawings and including cost and conveyance of all materials, labour, T&P and taxes etc. as required for the work complete as per direction of Engineer-in-charge. (Including carriage of excavated earth within 5.00 K.M. Lead)

Compacting and watering up to OMC rolliing earth work with PRR in berm in layers not exceeding 0.23 m by power road roller incluidng hire and running charges of the roller as per MoRTH specification etc. complete in all respect including cost and conveyance of all materials, labour and T&P, royalty and texes etc. as required for the work complete and direction of Engineer-in-charge.

Providing and laying of hot applied thermoplastic compound 2.5mm thick incluidng reflectorising glass beads @250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 and finished surface to be level, uniform and free from streaks and holes with all inclusive costs, all operations, contigencies, incidentals involved complete for the finished defect free item of work to specification & including cost and conveyance of all materials, labour, T&P and taxes etc. as required for the work complete as per direction of 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 and taxes 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 Dry Lean Concrete (DLC) of prop.(1:3:6) in proposed road and retaining wall using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Rigid and Smooth centering and shuttering for PCC works incluidng false works and dismantling them after casting including cost of all materials etc. complete in foundation and as required for the work and direction of the Engineer-in-charge.

Providing and laying Pavement Quality Concrete (PQC) work of M-25 having minimum compressive strength of 250kg./cm² in 20mm 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 20mm 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

Filling foundation and plinth with excavated materials in layers 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 MORTH 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.