Short Term Management Contract on NH 305 Sainj Luhri Aut Road between Km 0.000 to 23.000 in the state of Himachal Pradesh

Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes/ shoulders conforming to Technical Specifications Clause No 3002. Fill material should be brought from borrow areas located outside ROW conforming to Technical Specification No. 305. Watered and well compacted with plate compactor or power rammer with all leads and lifts as directed by the Engineer (Quantity of compacted Fill material to be measured on cross sectional area basis) complete in all respect as per the direction and entire satisfaction of the Engineer-in-charge.

Clearing cleaning, deepening and reshaping of roadside unlined/ kaccha drains and making shallow kaccha lateral drains on shoulders wherever required, including removal and disposal of sediments, extraneous debris and vegetation growth blocking the free how from site outside ROW with all leads and lifts complete in all respects as directed by the Engineer- In-Charge and as per Maintenance Standard Clause No. 3.1 complete in all respect as per the direction and entire satisfaction of the Engineer-in-charge. Drains having depth upto 0.6 meter (2*5200)=10400

Clearing road side/Median open lined/ pucca drains to bring them to original shape, drainage capacity including disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respect as per the direction and entire satisfaction of the Engineer-in-charge and as per Maintenance Standards Clause No. 3.1 (Frequency of cleaning in urban areas will be quarterly whereas in rural areas, it will be twice in a year i.e. before and after monsoon). Drains having cross-sectional area upto 0.3 Per Square meter ( 2*14660) = 29320

Clearing slab/ box type culverts and pipe culverts including clearing, cleaning and reshaping of upstream and downstream faces of these culverts within right of way. The job includes disposal of excess material recovered from site including vegetation outside ROW with all leads and lifts complete in all respect as per the direction and entire satisfaction of the Engineer-in-charge and as per Maintenance Standards Clause 3.1 complete in all respects as directed by the Engineer-In-Charge (Frequency of cleaning will be one time in a year i.e. before start of monsoon).

Slab/ Box Type Culverts

Pipe Culverts

Removal of rank vegetation/ weeds and undesirable vegetation from Shoulders including side slopes of embankment upto toe line on both sides of the carriageway. Complete in all respects including breaking of clods, rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer- In-Charge and as per Maintenance Standards Clause 3.3 complete in all respect as per the direction and entire satisfaction of the Engineer-in-charge. (Frequency of cleaning will be four times in a year; however limited to only areas prone to growth of rank/ undesirable vegetation and weeds). ( 4*22824) =91296 Per Square meter) (82464*20%)=16492.80 Per Square meter x 3=49478.40 Per Square meter therefore total area= 82464 + 49478.40 =131942.40 Per Square meter.

Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing complete as per MoRTH Specifications Clause 3004.3.2 and as per direction of the Engineer-in- Charge (Fog seal).

White washing with lime two coats on parapet walls, drains, B/walls and bitumen drums etc. including preparation of surface by cleaning scraping etc. including thoroughly brooming the surface and remove all dirt, dust, mortar dirt and other foreign matter including carriage of materials by mechanical means with in all leads and lifts and as per MORTH Specification and as per direction of the Engineer-in-Charge.

Cleaning, removing, clearing of dust and dirt from the existing metal crash barrier ad pedestrian guard rail by washing with water and detergent etc. complete in all respect as per the direction and entire satisfaction of the Engineer-in-charge.