GENERAL-RM 2025-26 -RC-2, Phase-1 Cluster II / Zone -I-One Year Running Contract for various PWD Road under Road section Kannur in Kannur District 6 road stretches for a length of 25.490 kms.-General Civil Work-1

Amount

Appendix-A Reactive Maintenance (Initial Rectification Work)

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

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.

55.9.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.

OD224320/2024-2025: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-30to 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)

Appendix-B Pre-Monsoon Works

10.11:Removal of earth from the choked hill side drain and disposing it on the valley side manually

OD224328/2024-2025:Lifting and replacing of RCC slab from the drain for removing silt/muck causing choking of drain all complete; as per the directions of the engineer-in-charge.

OD224331/2024-2025: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)

OD224329/2024-2025: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)

OD224330/2024-2025:Engaging Hydraulic Excavator 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

Appendix-C Proactive/Preventive Maintenance

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

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

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

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.

OD224321/2024-2025: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.

OD224322/2024-2025: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 entire reach specified in the agreement and as directed by the departmental officer at site.

OD224323/2024-2025: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.

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

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.

55.9.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.

OD240942/2024-2025: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-30to 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)

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

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

Appendix-D Emergency Works

OD224326/2024-2025: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)

OD224324/2024-2025: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)

OD224325/2024-2025:Engaging Hydraulic Excavator 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

OD224327/2024-2025: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)

Abdul Jamal P (BID ID -2246540)

Bidder Name

BIJU K K

Abdul Jamal P