GENERAL-2025-26 -RC 2- Phase- 1-Cluster II-One year RC-Kannur-Kannur district- 15 roads stretches for a length of 61.806 kms- One year RC-General Civil Work-1

Work Name:GENERAL-2025-26 -RC 2- Phase- 1-Cluster II/One year RC/Kannur/Kannur district- 15 roads stretches for a length of 61.806 kms- One year RC-General Civil Work-1

all be paid separately as per clause 305.V
OD114375/2025-2026:Supplying and conveying of ready mixed bituminous compound including engaging of labour and auto-pickups required in order to carry out the laying of the bituminous compound by filling potholes occurred during monsoon times or otherwise, controlling traffic etc. all complete as per the direction of the engineer-in-charge.kg+
OD114376/2025-2026:Hiring of Inspection Vehicle; wherein charges applicable as per utilization per km run at a frequency as detailed in the guidelines of running contract along the route convenient to cover entire reach specified in the agreement and as directed by the departmental officer at site.kmR
OD114378/2025-2026:Engaging labour as per requirement for conducting/reporting routine inspections and to take necessary instructions as applicable following the guidelines of running contract all along the route for a day of inspection covering entire reach specified in the agreement and as directed by the departmental officer at site.Day³OD114377/2025-2026:Providing and fixing of Non-reflective RC (Running Contract) informatory sign made of Non-reflective grade sheeting fixed over Aluminium sheeting 2 mm thick/ Aluminium composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 1200 mm x 600 mm rectangularø55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.ø55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.n55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)Z55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.Í5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.OD114379/2025-2026:Mix seal Surfacing Providing, laying and rolling of close graded premixed surfacing material of 20mm thickness composed of 11.2mm to .9mm(Type A) or 13.2mm to.9mm(Type B)aggregates using Bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a static roller 8-10 KN and finishing to required level and grades as per Technical specification. By Manual means Type A (Bitumen VG-30) (40 mm and above)Appendix-D Emergency WorksïOD114368/2025-2026:Engaging labour for cutting and removing trees/branches, clearing of earth-slips and providing temporary protection work for restoring traffic etc, on various roads as per the directions of the Engineer-in-charge. (Mate)éOD114370/2025-2026:Engaging labour for removing of trees/branches, clearing of earth-slips and providing temporary protection work for restoring traffic etc, on various roads as per the directions of the Engineer-in-charge. (Mazdoor)ÕOD114369/2025-2026:Engaging Hydraulic Excavator and Loader in order to remove and clear the earth-slip material due to land slippages all complete as per the directions of the engineer-in-charge. All kinds of soil