Bituminous concrete 30mm to 45mm thickness

Amount

Scarifying Existing Bituminous surface to a depth of 50mm by mechanical means. Scarifying the Existing Bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters..

Earth, Surkhi, Sand, Earth, Fly Ash , Bajri, Ballast, Stone boulders, kankar and building rubbish, Earth. 5.0km

Prime Coat @ 0.85 KG/Sqm providing & applying primer coat with bitumen emulsion SS on prepared Surface and Spraying primer at the rate of 0.85 KG/Sqm complete as per technical Clause 502 of MORT&H specification.

Tack Coat @0.40 Kg/sqm Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specification.

Bituminous Macadam 50mm to 75mm Thickness (Grading-II) providing and paying bituminous macadam 50mm to 75mm thick with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4% laid over a previously prepared surface with hydrostatic paver finisher Mechanical to the required grade, level and and rolled to achieve the alignment the desired compaction complete as per technical clause 504 of MORT&H Specification

Bituminous concrete 30mm to 45mm thickness (Grading II) Providing and laying bituminous concrete 30mm to 45mm thick with continuous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5.4% laying with paver finisher mechanical to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the desired compaction complete as per technical clause 507 of MORT&H specification.

Excavation for Roadway (By Mechanical Means) Excavation for roadway in the soil by mechanical means with dozer including cutting and pushing earth to embankment site with all lead and lifts up to 100m including trimming bottom and side slope as per technical clause 301 of MORT&H specification.

Granular Sub-base Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specification.

Cement Concrete 1:5:10 With stone aggregate 40mm gauge Mixing by mechanical means using concrete mixer volumetric type.

Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete Kerb with M20 grade concrete Kerb stone laid with Kerb laying machine complete in all respect as per MORT&H specifications

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade including rubbing down old paint.

Road marking with Thermoplastic Compound Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications.

Bidder Name

Amount in Words

chanan singh and company

PARDUMAN SINGH AND COMPANY

rajat thakur

PUREWAL CONSTRUCTION CO.

chanan singh and company

PUREWAL CONSTRUCTION CO.

rajat thakur