Odisha Industrial Infrastructure Development Corporation 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 as per direction of Engineer or his representative to satisfaction.

Providing and appiying Tack Coat with bitumen emulsion using emulsion pressure distributor @ 0.4Kg/Sqm on the prepared bituminous granular surface cleaned with mechanical broom (MORT&Hspecification (4th revision) clause 503)conforming to IS 8887 for superimposition of approved bituminous mix with the help of a self propelled hot bitumen pressure sprayer to spread the hot bitumen uniformly over the cleaned prepared dust free surface at specified quantity as per technical specification(part-I/III and under Cl.503 Cl.112 of specification of road and bridge work including full compensation to all operation all involved for finished defect free item of work complete to specification as per direction of Engineer in charge or his representative to satisfaction.

Supplying, providing spraying qand applying Prime Coat over prepared surface of granular base with bitumen emulsion heated in bgoiler fitted with spray set including cleaning of road surface with mechanical broom MORT&H specification :Clause 502,primer @ 6-9 Kg/10 sqm with a self propelled bitumen pressure sprayer uniformly at the specified temperature complete as per technical specification (partI/II)Cl.502 along with Cl.112 of specification for road and bridge work and as didected by the engineer or his representative including full compensation to all operations,all inclusive costs contingency & incidentals involved for finished defect free item of work complete to specification.

Supplying, providing ,laying to approved layer constructing Bituminous Macadam as per approvede job mix formula with bitumen of 60/70 grade over a dust free cleaned prepared primed /tacked surface blending different sizes and quantities with required quantities of crushed strone aggregates mixing ingredients with designed quantity of bitumen at the required temperature heating & mixing uniformlyin the approved hot mix plant capable of producing a mix formula technical specification partI/III of specification for road and bridge works MORT&H specification (4th revision)sections 500,900,100 and its rewlated clauses & sub clauses and table and transporting the hot mixed materials through tipper of adequater capacity to the work site and unloading the same into the hopper of censor paver.

Providing and laying Semi Dence Bituminous Concrete with batch type hot mix plant using crushed agreegates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired comaction as per Clause 508 of MORT&H specification for road and bridge works (4th revision)

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-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408, 8.1, P-207 of MoRT&H (5th revision) including all operations all inclusive costs, contingencies, incidental involved for the finished item of work complete to specification and as directed by the Engineer in charge.

Providing and laying of hot applied thermo plastic compound 2.5mm thick including reflectorsing glass beads @ 250 gm/Sqm thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35. Clause No. 803 of MORT&H specification for Road and Bridge works (Latest Revision) including cost of all materials, labour, labour cess, royalties, conveyance, applicable taxes and T&P etc.complete in all respect but excluding GST and as directed by Engineer-in-Charge.

N.B.:- GST as applicable will be paid extra.