Tender For General-Rm 2025-26 Rc2- One Year Running Contract For Various Roads Under Roads Section Kodakara In Thrissur District,6 Roads Stretches For A Length Of 17.530 Km In Various Roads Under Kodakara Roads Section.- -One Year Running Contract Fo
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Project Description
Tender for General-Rm 2025-26 Rc2- One Year Running Contract For Various Roads Under Roads Section Kodakara In Thrissur District,6 Roads Stretches For A Length Of 17.530 Km In Various Roads Under Kodakara Roads Section.- -One Year Running Contract For Various Roads Under Roads Section Kodakara In Thrissur District,6 Roads Stretches For A Length Of 17.530 Km In Various Roads Under Kodakara Roads Section.-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Appendix A - Reactive maintenance (initial rectification works |
| 2 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area |
| 3 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor |
| 4 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. |
| 5 | OD150957/2026-2027:Filling up pot holes with bituminous ready mix compound ( 25kg bag ) and compacting by ramming to get a compact surface including cost of material, laying charges, transportation to site etc. complete. Rate is arrived for a bag of 25kg |
| 6 | 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. |
| 7 | 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 <br> For grading II- 13 mm (Nominal size) Material |
| 8 | Appendix B - Premonsoon works |
| 9 | OD247239/2025-2026:Engaging skilled beldar for clearing of existing drains and culvert, assisting wood cutter, clearing thick and thorny jungle, filling up pot holes using departmental materials, taking and replacing precast slabs in correct position with line and levels etc |
| 10 | OD247238/2025-2026:Engaging man coolies for clearing of existing drains and guiding of rain water to existing drains including necessary excavation and laying and compacting of department filler to pot holes |
| 11 | OD247236/2025-2026:Engaging wood cutter for cutting the branches of trees, decayed trees, fallen trees etc |
| 12 | OD150959/2026-2027:Filling up pot holes with bituminous ready mix compound ( 25kg bag ) and compacting by ramming to get a compact surface including cost of material, laying charges, transportation to site etc. complete. Rate is arrived for a bag of 25kg |
| 13 | 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. |
| 14 | OD247237/2025-2026:Cutting branches of trees overhanging above the roads, which is harm ful for passengers of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete. |
| 15 | Appendix C - Protective /Preventive maintenance |
| 16 | OD247230/2025-2026:Conducting and Reporting Routine Maintenance inspections for the entire length ofthe project road at a frequency of 7 days throughout the agreement period of therunning contract as directed by the departmental officers at site.Additional Routine Inspection may be required in response to reports or complaintsfrom the police other authorities and the public as a result of major incidence, typhoonor flooding damages etc. and are not measurable/ payable. A portion of the routineinspection may be carried out either during or immediately following a period of wetweather. |
| 17 | 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. |
| 18 | 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 :- |
| 19 | 55.10.2:Providing and erecting retro-reflectorised Object Hazard Marker 450mm 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. 450mm x 900 mm |
| 20 | 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. |
| 21 | OD247232/2025-2026:Removing old existing vinyl sticker on the Display Board of running contract and replacing with new vinyl sticker including lettering symbols and transporting to site etc,as per approved drawing and Directions of the Engineer. |
| 22 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor |
| 23 | 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 |
| 24 | 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. |
| 25 | OD247231/2025-2026:Hire charges of concrete cutter for cutting the concrete portions of obstructions |
| 26 | 10.11:Removal of earth from the choked hill side drain and disposing it on the valley side manually |
| 27 | 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) |
| 28 | 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. |
| 29 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br> |
| 30 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 31 | 12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork) |
| 32 | 55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete |
| 33 | Appendix D - Emergency works |
| 34 | OD247229/2025-2026:Engaging front end loader for clearing thick and thorny jungle on road berm for vision |
| 35 | OD247228/2025-2026:Engaging tipper for conveying loose earth & debris to the nearest dumping yard as per the direction of departmental officers at site Please Enable Macros to View BoQ information |
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