Odisha Industrial Infrastructure Development Corporation Tender

Bituminous Road

Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MORT&H specification for Road & Bridge works(4th revision)

Filling Embankment for road work with moorum & sand admixture etc. complete including rolling with PRR including cost of all labour and hire charges of T&P materials required for the work as per specification and direction of Engineer in charge, cost & conveyance, all taxes of sand and moorum

Supplying, providing, laying in approved layer thickness to line grade cross section and constructing Granular Sub-Base coarse graded II as shown in the drawing using crushed stone aggregate conforming to grading specified in Table 400-1 & 400-1 A) & in accordance with physical requirement in BS 812 Part III Technical specification Part 1/II of specification for road and bridge works MORT&H(4th revision) spreading the same with motor grader of adequate capacity with hydraulic controlled blades & compacting the same with vibratory roller of minimum 80 to 100KN static weight or of equivalent capacity to achieve minimum required density including full compensation too all operations, all inclusive costs, contingencies, incidentals, involved for finished defect free item of work complete to specification & as directed by the Engineer in charge.

Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor @ 0.4Kg/Sqm on the prepared bituminous granular surface cleaned with mechanical broom (MORT&H specification (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/II and under Cl.503 Cl-112 of specification of road and bridge work including full compensation to all compensation to all operations all inclusive costs, contingencies, incidentals involved for finished defect free item of work complete to specification as per direction of Engineer in charge or his representative to satisfaction.

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 grqades of materials mentioned in table(400-1- & 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 100km static weight or of equivalent capacity to achieve minimum required density complete including full compensation all operations all inclusive costs, contingencies, incidentals, involved for finished defect free item of work complete to specification as per direction of Engineer in charge