GENERAL RM 2025 26 RC 2 Phase 1 Punalur Cluster - Zone 1 One Year Running Contract for Various PWD Roads Under Roads Section Punalur in Kollam District - 2 road stretches for a length of 10.50 Km-

Work Name:GENERAL-RM/2025-26-RC 2 Phase 1/Punalur/ Cluster 2/Phase1- Zone 1 - One Year Running Contract for Various PWD Roads Under Roads Section Punalur in Kollam District - 2 road stretches for a length of 10.50 Km-RC Work-General Civil Work

1 cum bucket for various works as directed by the Officer in charge.hour{OD30481/2025-2026:Engaging tipper for conveying materials, debris to places as directed by departmental officers in charge.cOD30479/2025-2026:Engaging woodcutter for cutting down dangerously standing trees and its branches each[OD120189/2025-2026:Hire charges for cutting equipments like electric saw, coir, pulley etc SetsáOD30483/2025-2026:Providing and fixing of DLP Board for running contract work with Non-retro-reflectorised Vinyl sign with 1 years warranty manufactured vinyl printed 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.+Appendix-C Proactive/Preventive maintenanceï
10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) MaterialM
12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means Ì12.4: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.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) š12.8.1.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 SpecificationsMTƒOD120114/2025-2026: Dry stone masonry work for foundation & substructure complete as per drawing and Technical Specifications>OD30484/2025-2026:Conducting and reporting routine inspections for the entire length of the project road at a frequency of 7 days throughout the agreement period of the running contract as directed by the departmental officer at site. Additional Routine Inspection may be required in response to reports or complaints from the police , other authorities and the public as a result of major incidents, typhoon or flooding damages etc. and not measurable/payable. A promotion on the RI should be carried out either during or immediately following a period of wet weather.DayAppendix-D Emergency worksqOD30485/2025-2026:Engaging mazdoor for various emergency works as directed by the departmental Officer in charge.>
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.