GENERAL-RC 2 Phase 1 - 2025-26 -One Year Running Contract for Various Roads Under PWD Roads Section Iritty, in Kannur Disrict- 7 Roads stretches for a length of 45.91 Km General civil Work. -

Amount

Appendix-A:- Reactive Maintenance( Initial Rectification work) & Road Protection Work

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

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.

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

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.

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.

OD128917/2024-2025: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)

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

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

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.

OD128918/2024-2025:Dry Rubble masonry for Foundation and super structure complete as per Drawing and Technical Specifications.

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

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-B:- Pre- Monsoon Work

OD128919/2024-2025: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.

OD128920/2024-2025:Engaging Hydraulic Excavator

OD128921/2024-2025:Engaging tipper

OD128922/2024-2025:Engaging wood cutter for cutting trees

OD219847/2024-2025:Hire Charges for cranes to pick and place the cut branches of trees leaned towards the road threatening pedastrains and traffic and removal of fallen trees or branches on the road and clearing traffic blokage, stacking the wood at suitable place as directed by the engineer in charge.

OD219846/2024-2025:Hire charges for wood cutting equipements, pulleys etc

OD128923/2024-2025:Engaging man mazdoor for helping wood cutting work removal of branches etc to road side

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

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

OD128924/2024-2025:Engaging special Mazdoor for clearing choked earth

Appendix C:- Proactive/Preventive maintenance

OD128912/2024-2025:Supplying ready mix bitumen pothole filler(25 kg bag)confirming to MORTHspec.table 500- 37with instant curing properties ,packed properly and conveniently including conveyance and delivering to the road section, Iritty

OD128913/2024-2025:Conveyance of Ready Mix Bitumen Pothole Filler Compound to the required site in Auto pickup

OD128914/2024-2025:Laying and compacting ready mix pothole filler by manual means

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)

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

OD128915/2024-2025:Hiring of inspection vehicle where incharges applicable as per utilisation 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.

OD128916/2024-2025: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

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. 60 cm equilateral triangle

OD220145/2024-2025:Providing and fixing of Non-relective RC(Running contract) informatory sign board made of non reflective grade sheeting fixed over Aluminium sheeting 2mm thick/Aluminium composite material sheeting mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole50mm NE confirming to IS 1239firmly fixed to the ground by means of properly designed foundation with M75 grade cement concrete min size 45x45x60cm 60cm 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.120mmx600mm rectangular

OD220204/2024-2025:Providing and sticking of non retro reflectorised vinyl sign on Existing display board for running contract work with one year warrenty.1

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.

55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm 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 801.300 mm x 900 mm

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 work

OD128905/2024-2025:Engaging wood cutter for cutting trees

OD128906/2024-2025:Engaging man mazdoor for helping wood cutting work removal of branches etc to road side

OD128907/2024-2025:Engaging special Mazdoor for clearing choked earth

OD128908/2024-2025:Engaging Hydraulic Excavator

OD128909/2024-2025:Engaging tipper

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.

SALY PAUL KANNANTHANAM (BID ID -2245731)

Bidder Name

RAJEESH P P

SALY PAUL KANNANTHANAM