GENERAL RM 2024 25 RC2 Phase 1 One year RC Kuthuparamba Kannur District RM 2024 25 Zone II One year Running contract for various PWD Roads under Roads section Kuthuparamba in Kannur Dt 2 road stretches for a length of 24 556km General Civil work

Amount

Appendix-A Reactive Maintenance (Initial Rectification work)

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

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

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.

55.9.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.

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.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.

OD219733/2024-2025:Mixed Seal surfacing by manual means (Type A)-Providing ,laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.20 mm to 0.09mm (Type -A) aggregates using viscosity grade bitumen (VG -30) to the required line,grade and level to serve as wearing course on a previously prepared base,including mixing in a suitable HMP of appropriate capacity laying and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade as per technical specification

Appendix B :- Pre-monsoon works

3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.

OD219727/2024-2025:Engaging labour for removing fallen trees and branches, providing temporary protection work for restoring traffic etc, on various roads as per the direction of deptarmental officers ( Wood cutter )

OD219725/2024-2025: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)

OD219726/2024-2025:Engaging labour for removing and relaying drain covering slabs,etc, on various roads as per the direction of departmental officers. ( Man Mazdoor)

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.

2.3.2.B: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 thorny jungle - By Mechanical Means

Appendix C:-Protective/Preventive Maintenance

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.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

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.

10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor

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.

8.4.2: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.<br> 60 cm equilateral triangle

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<br> Road Markers/Road Stud with Lense Reflector :-

55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm <br>Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.<br>300 mm x 900 mm

OD304395/2024-2025: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.

OD219730/2024-2025:Supplying ready mix bitumen pot hole filler of 25 kg weight conforming to MoRTH specification Table 500-37 with instant curing properties,packed properly and conveniently including conveying and delivering to the road section,Thalassery

OD219728/2024-2025:Engaging labour as per requirement for conducting / reporting routine inspections and to take necessary instructions as applicable following the guide lines of running contract all along the route for a day of inspection covering entire reach specified in the agreement and as directed by the deparrtmental officer at site.

OD219732/2024-2025: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

OD219731/2024-2025:Conveyance of Ready Mix Bitumen Pothole Filler Compound to the required site in Auto pickup

OD219729/2024-2025:Engaging Man mazdoor for pothole filling.

Appendix D :- Emergency Works

OD219735/2024-2025:Engaging labour for removing fallen trees and branches, providing temporary protection work for restoring traffic etc, on various roads as per the direction of deptarmental officers ( Wood cutter )

OD219734/2024-2025: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)

THOMAS KANNANTHANATH (BID ID -2203786)

T.M IBRAHIM (BID ID -2203489)

Bidder Name

THOMAS KANNANTHANATH

T.M IBRAHIM

HARINDRAN CP