GENERAL RM 2024 25 RC 2 Phase 1 Cluster II One Year Irikkur Kannur District RM 2024 25 Zone I One year Running Contract for various P WD roads under Road section Irikkur in Kannur district 13 road stretches for a length of 96.00 km General Civil

Amount

Appendix A Reactive Maintenance(Initial Rectification Work)

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.

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.

55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

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.

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.

OD181610/2024-2025:Mix seal surfacing Providing laying and rolling of close graded premixed surfacing material 20mm thickness composed of 11.2 mm to 9mm (Type A) 13.2 mm to 9mm (Type B) aggregates using Bitumen VG-30 to required line grade and level to serve as a wearing course on previously prepared base including mixing in a suitable plant laying and rolling with a static roller 8- and finishing to required level and grades as per technical specifications by MORD By manual means Type A (Bitumen VG 30)

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 :-

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.

OD181611/2024-2025:Replacing and fixing of non retro- reflectorized Vinyl sign on existing Display board for Running contract work with one year warranty(manufactured with vinyl printed sheeting fixed over 3 mm thick composite panel material)

OD222554/2024-2025:Providing and fixing of Non-reflective RC (Running Contract) informatory sign board 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 M15 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. 120 mm x 600 mm rectangular

Appendix B: Pre-monsoon Works

OD181604/2024-2025: Engaging Man mazdoor for Clearing chalked culvert and Drain clearance etc

OD181600/2024-2025:Engaging special mazdoor for removel and refixing of drain cover concrete slab etc

OD181603/2024-2025:Hire charges for Hydraulic excavator of 1 cum bucket capacity for removing excess earth from road berm and shoulder, due to slipped earth, side cutting and other reasons etc including all cost conveyance fuel and hire charges etc complete

OD181601/2024-2025:Engaging Labour for cutting branches of trees leaning to the road.

OD181606/2024-2025:Engaging Man mazdoor for helping wood cutting work ,removal of branches etc to road the side.

OD181607/2024-2025:Engaging special mazdoor for removing the wooden log to road side, helping wood cutter to cut trees without falling on public utilities etc

OD181609/2024-2025:Hire charges for hydrolic excavator of 1 Cum bucket capacity for removing fallen trees and wooden logs to road sides including all cost, conveyance, fuel and hire charges etc complete

OD181605/2024-2025:Jungle clearing including bushes small plants grass etc by using brush cutter removal of debris including labour charges transportation charges etc complete

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)

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

OD181608/2024-2025:Engaging special mazdoor for loading and unloading of RCC slabs to sites, removing damaged or broken slabs to road sides and placing new slabs etc as directed

OD181602/2024-2025:Hire charges for Pick up Van/ Mini lorry for lifting RCC cover slabs to varios sites including all cost of labour including drivers charges , fuel charges and all other incidental charges etc complete

Appendix C: Protective/Preventive maintenance

2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means

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.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)

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.

OD181614/2024-2025:Mix seal surfacing Providing laying and rolling of close graded premixed surfacing material 20mm thickness composed of 11.2 mm to 9mm (Type A) 13.2 mm to 9mm (Type B) aggregates using Bitumen VG-30 to required line grade and level to serve as a wearing course on previously prepared base including mixing in a suitable plant laying and rolling with a static roller 8- and finishing to required level and grades as per technical specifications by MORD By manual means Type A (Bitumen VG 30)

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.

55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

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.

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.

OD181616/2024-2025:Supplying Ready Mix Bitumen Pothole Filler in 25Kg bags conforming to MoRTH & Specification Table 500-37 with instant Curing Properties, packed properly and conveniently including conveying and delivering to the PWD Roads section Irikkur.

OD181617/2024-2025:Engaging Man mazdoor for pothole filling.

OD181613/2024-2025:Conveyance of Ready Mix Bitumen Pothole Filler Compound to the required site in Auto pickup.

OD181615/2024-2025: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 the entire reach specified in the agreement and as directed by the departmental officer.

OD181612/2024-2025: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.

OD181748/2024-2025:Dry Rubble masonry in retaining wall using blasted rubble including wedding them with tightly with chips cost conveyance labour charge etc.complete.

55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.

Appendix D: Emergency Works

OD181619/2024-2025:Engaging Man mazdoor for clearing side drains, lowering side berms, letting out drain water etc

OD181620/2024-2025:Engaging earth movers like JCB for cutting excess earth and loading other waste in Tipper lorry etc

OD181618/2024-2025:Engaging Tipper 5.5 cum capacity for the conveying the silt removed

K.T. DEVASIA (BID ID -2183872)

VINOOP. E.V. (BID ID -2184355)

Bidder Name

K.T. DEVASIA

VINOOP. E.V.

JALEEL. C.P.