Special Repair to Nahan Do Sarka Sarahan Kumarhatti Road Km 0/00 to 78/00

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead complete as per drawing and Technical Specifications as per clause 301 of Morth specification (latest Revision). Any loss to public /private poperty during course of excavation shall be the whole responsibility of the contractor including carriage of materials and equipment in all leads and lifts by all modes of transportation as per the direction by the Engineer-in-charge.

Providing and laying Plain Cement Concrete / Reiforced cement concrete in M15 Grade ( minimum 5.50 bags of cement per cum of concrete) in open Foundation complete as per Drawing and technical specifications clause 1500,1700,2100 , including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge. .

Providing weep holes in Brick masonry/plain /reinforced concrete abutment,wing wall/return wall with 100 mm dia.AC pipe extending through the full width of the structure with slop of IV : 20 H towards drawing complete as per drawing and Technical Specifications as per clause 2706 & 2200 of Morth specification book (latest Revision) including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 710.1.4 of IRC:78 & 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition simultaneously with the laying of fill material compacted thoroughly to the requirements of table 300-2 as per clause 305.4 of Morth specification (latest revision) (Filter media shall be paid only for thickness of not more than 600mm and backfilling if any will be measured and paid for seperately) complete as per drawing and Technical Specification including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge.

Providing and applying tack coat with bitumen emulsion RS-I using emulsion pressure distributor at the rate of 0.250 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503 of Morth Specification (latest revision) and as per direction of the Engineer-in-Charge in all leads and lifts and carriage of materials by all means of transport etc.

Providing and laying 40mm thick Bituminous Concrete Grading -II Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 Percent 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. 507 complete in all respects and as per direction of the Engineer-in-Charge in all leads and lifts and carriage of materials by all means of transport etc.