Improvement of (i) Morigaon Lawbhurunga Kushtoli road from Ch.1.00 km to Ch.7.80 km, (ii) Morigaon-Moirabari road Ch.0.00m to 3.50km under Mukhya Mantrir Unnoto Pakipath Nirman Achani under RIDF-XXIX of NABARD for the year 2023-24. (Balance Work).

Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m trasporting to site, spreading ,grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification clause 301.5 (i) Private land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land

Dressing & Profiling the existing WBM/Granular/ Earthen Surface layer of the road from edge to edge of the existing carriage way and both the shoulders, filling low spots and ravelled stretches by providing additional materials of same type as that of the existing top surface layer, cambering, watering ,rolling with 8-10 tonne roller to obtain specified compaction, etc toobtain a uniform formation surface with cross fall from the road centre line to the outer edges of the

Scarifying the existing bituminous roads urface to adepthof150mm and disposal of scarified material with a lift upto3.0mand lead upto 1000 m as per TechnicalSpecification Clause 301.4

Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii) For grading II Material

WetMixMacadamProviding ,laying,spreadingandcompactinggradedstoneaggregatetowetmixmacadamspecificationincludingpremixingthematerialwithwatervatOMCinmechanicalmixer(PugMill),carriageofmixedmaterialbytipper tosite, laying in uniform layers in subbase/base courseonawellpreparedsub-base and compacting with smooth wheel roller of 80to100kNweight toachievethedesireddensity includinglighting ,barricadingandmaintenanceofdiversion,etcasperTables400.11&400.12andTechnical Specification Clause 406

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Dense Graded Bituminous Macadam (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% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt. for grading II (19mm nominal size)