RM/2025-26-RC 2- Phase 1- Cluster 2- One Year Running Contract for various PWD Roads under Roads Section Panoor in Kuthuparambu and Thalassery LAC in Kannur District -6 road stretches for a length of 22.640 km

APPENDIX A- INITIAL RECTIFICATION

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

55.8.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.

55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

55.9.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.

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 upto 1000m

4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

5.2.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.

OD126799/2025-2026:Mix seal surfacing providing ,laying and rolling of close graded premixed surfacing material of 20mm thickness composed of 11.2mm to 0.9 mm(type A) or 13.2mm to 0.9 mm (Type B) aggregate 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 8-10KN and finishing to required level and grades as per technical specification . By manual means Type A (Bitumen VG-30).

3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

OD126800/2025-2026:Replacing and fixing of non retro-reflectorized Vinyl sign of existing display board for Running Contract work with one year warranty (manufactured with Vinyl printed sheeting fixed over 3 mm thick aluminium composite panel material)

OD130799/2025-2026:Providing and fixing of Non reflected RC(Running Contract) Informatory signboard made of Non-reflective grade sheeting fixed over Aluminium sheeting 2mm thick-Aluminium composit matrial sheeting = mm thick with suitable back supporting frame of MS angle 25x25x3 & supported on GI pipe pole 50mm NE confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with m 75 grade cement concrete min size 45x45x60cm below the ground level including painting all exposed surface with 2 coats of Epoxy painting over Epoxy primer & as per approved drawing and clause 801 including lettering signboards etc. 120mmx600mm rectangular.

8.4.2:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit 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. 60 cm equilateral triangle

8.4.3:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit 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. 60 cm circular

8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 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.

8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.

8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-

APPENDIX B- PREMONSOON WORKS

2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means

OD126789/2025-2026:Engaging Man Mazdoor whenever required for the removal of earth and other debris causing chocking of culverts and drain as per the direction of Engineer in charge

OD126791/2025-2026:Lifting of R.C.C Slab and replacing after removal of silt from drainage

OD126792/2025-2026: Engaging mazdoor for cutting branches of trees leaned towards the road threatening to pedestrians and traffic and removal of fallen trees or branches on the road and clearing traffic blockage, stacking the wood at a suitable place as directed by the Engineer in charge.

OD126790/2025-2026:Engaging wood cutter for cutting trees.

3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)

OD126795/2025-2026:Supplying Ready mix Bitumen pothole filler(25kg bag) confirming to MORTH Spc. table 500-37 with instant curing properties ,packed properly.

OD126794/2025-2026:Conveyance of Ready Mix Bitumen Pothole Filler Compound to the required site in Auto pickup

OD126793/2025-2026:Laying and compacting ready mix pothole filler by manual means

OD126797/2025-2026:Hiring tipper to shift unservicable earth from drain and culvert ,to a suitable locations indicated by the department engineer

OD126798/2025-2026:Hiring in Tipper to shift Felled hazardous trees/branches as per the direction of departmental Engineer

OD126796/2025-2026:Hire charges for wood cutting equipements, pulleys etc

OD130800/2025-2026:Hiring in Tipper for conveyance of Pre casted covering slabs for laying on open drains in various RC roads as per the direction of department Engineer

OD130801/2025-2026:Engaging labour for lifting and laying Pre casted covering slab on open drains in various RC road as per the direction of of Engineer in charge ( Man Mazdoor)

OD130802/2025-2026:Hire charges for cranes to pick and place the cut branches of trees learned towards the road threatening pedestrians and traffic and removal of fallen trees/branches on the road and clearing traffic blockage, stacking the wood at suitable place as directed by the Engineer in charge

55.15:Refurbishment of existing signboardsRefurbishment of existing signboards of all size except gantry mounted ones to their original reflectivity & position by removing obstructions like overgrowth vegitation etc ,if any,washing the signboards with water & soap solution to remove all dirt, oil etc. , correcting any dislocations including minor repairs, replacement of lost nut and bolts etc complete.

APPENDIX C- PREVENTIVE MAINTENANCE WORKS

10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.

OD126803/2025-2026:Hiring in Tipper to shift slipped earth and rock materials to a suitable locations indicated by the department Engineer

OD126804/2025-2026:Hiring Hydraulic Excavator 1cum bucket capacity to remove slipped earth and rock materials on the roads as per direction of Engineer in charge

OD126805/2025-2026: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 the entire reach specified in the agreement and as directed by the departmental officer.

OD126802/2025-2026:Engaging labours as per requirement for conducting/reporting routine inspection and to take necessary instructions as applicable following the guidelines of running contract all along the route for a day of inspection covering the entire reach specified in the agreement and as directed by the department officers.

APPENDIX - D Emergency work

OD126806/2025-2026:Engaging Mazdoor for cutting branches of trees leaned toward the road threatening to pedestrians and traffic and removal of fallen trees or branches on the road and clearing traffic blockage, stacking the wood at a suitable place as directed by the Engineer in charge.

OD126811/2025-2026:Engaging labour for removing fallen trees and branches, providing temporary protection work for restoring traffic etc, on various roads as per the direction of departmental officers. ( Man & women Mazdoor)

OD126810/2025-2026:Hire charges for wood cutting equipements, pulleys etc

OD126809/2025-2026:Engaging wood cutter for cutting trees.

OD126807/2025-2026:Hiring in Tipper to shift slipped earth and rock materials to a suitable locations indicated by the department Engineer

OD126808/2025-2026:Hiring Hydraulic Excavator 1cum bucket capacity to remove slipped earth and rock materials on the roads as per direction of Engineer in charge

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