Tender For General-Rc1- 2026-27 -Cluster I-Iritty Part-4-One Year Running Maintenance Contract For Various Pwd Roads Under Roads Section Iritty In Kannur District : 3 Road Stretches, Total Length - 19.900 Km-General Civil Work
Tender Value
75.02 Lakhs
Estimated cost
Bid Submission
16 Sep 2026
3 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kannur → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for General-Rc1- 2026-27 -Cluster I-Iritty Part-4-One Year Running Maintenance Contract For Various Pwd Roads Under Roads Section Iritty In Kannur District : 3 Road Stretches, Total Length - 19.900 Km-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Appendix A: Reactive Maintenance (Initial Rectification Works) |
| 2 | OD125984/2026-2027:Removing the old existing Vinyl sticker works on the Display Board of Running contract and replacing the new vinyl sticker,lettering , symbols as per the new running contract as per approved drawing and directions of the engineer including transportation etc.complete. |
| 3 | 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. |
| 4 | 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. |
| 5 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. |
| 6 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) |
| 7 | 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. |
| 8 | OD125578/2026-2027:Mix seal surfacing: Providing ,laying and rolling of close graded premixed surfacing material of20mm compacted thickness composed of 11.2mm to 0.09mm (Type A) or 13.2mm to 0.09mm(Type B) aggregate using bitumen VG-30 to required line,grade and level to serve as wearing |
| 9 | Appendix B : PreMonsoon Works |
| 10 | 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 |
| 11 | OD6326/2026-2027:Engaging mazdoors/labourers, along with necessary tools and equipment, throughout the contract period for routine roadside and drainage maintenance, including:Clearing light jungle, bushes, vegetation and other obstructions within the road right of way to maintain visibility and sight distance.Removing earth, silt, rubbish, vegetation and debris from culverts, side drains and drainage structures to ensure free flow of water.Cutting and removing hazardous tree branches, fallen trees and debris from the road, clearing resulting traffic obstructions, and stacking removed wood at locations directed by the Engineer-in-Charge.All labour, tools, equipment and incidental works shall be provided as required and as directed by the Engineer-in-Charge. |
| 12 | OD6346/2026-2027:Providing and operating JCB for removal of slipped earth and rock materials, cleaning choked drains, removal of excess soil, and dozing for shaping and grading of berms to the required profile and slopes so as to obtain uniform slopes towards the drain and to form erosion-resistant side slopes, including all incidental charges, complete. |
| 13 | OD6349/2026-2027:Providing and operating tipper in combination with JCB for loading slipped earth and rock materials, excavated unsuitable topsoil, organic matter, debris, and other un serviceable materials from the berm, and transporting and unloading the same at approved off-site disposal locations at the contractor?s own risk, including all incidental charges, complete |
| 14 | 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) |
| 15 | 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. |
| 16 | OD6356/2026-2027:Lifting the precast RCC Drain Covering slab for removal of silt and placing the same in position |
| 17 | OD125267/2026-2027:Hire charges for wood cutting equipment, pulleys etc. |
| 18 | OD125266/2026-2027: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. |
| 19 | APPENDIX C : Proactive/Preventive Maintenance |
| 20 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means |
| 21 | 4.2.A.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-III -For lower sub-base - Mix in Place Method |
| 22 | 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. |
| 23 | 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. |
| 24 | 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. |
| 25 | 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. |
| 26 | 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. |
| 27 | 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. |
| 28 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. |
| 29 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) |
| 30 | 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. |
| 31 | OD6268/2026-2027:Mix seal surfacing providing,laying and rolling of close graded premixed surfacing material of 20mm thickness composed of 11.2mm to 0.9 mm (type A) or 13.2mm to 0.9mm(TypeB) aggregate using bitumen VG-30 to 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 8-10KN and finishing to required level and grades as per technical specification.By manual means Type A (Bitumen VG-30). |
| 32 | 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 <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means <br> |
| 33 | 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. |
| 34 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) |
| 35 | 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 |
| 36 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 37 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 |
| 38 | OD125278/2026-2027:Filling up potholes with Bituminous Ready-Mix compound (25kg bag) and compacting by ramming to get a compacted surface including cost of material laying charges. |
| 39 | OD125521/2026-2027:Engaging Labour with passenger car not less than 1000cc for conducting and reporting routine inspection for 20 km for the entire length of project road at a frequency of 7days throughout the agreement period of running contract as per the direction of departmental officer. |
| 40 | 8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade 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. |
| 41 | 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.<br> 60 cm equilateral triangle |
| 42 | 8.4.3: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.<br> 60 cm circular |
| 43 | 8.4.12: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 fixed over aluminum sheeting, 2 mm thick/aluminum 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 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. 50cmx 60 cm rectangular (Single chevron etc.) |
| 44 | 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. |
| 45 | 8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification) |
| 46 | 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. |
| 47 | 55.14:Providing and fixing retro-reflectorised ceramic tiles<br>Providing and fixing retro-reflectorised ceramic tiles of size 10cmX20cm using High Intensity Micro Prismatic (Type IV) grade sheeting with 7 years warranty fixed over Ist quality ceramic glazed tiles including cost of glue, cutting charges, fixing with suitable adhisive on concrete or other surface etc complete. |
| 48 | APPENDIX D : Emergency Works |
| 49 | OD126292/2026-2027:Providing and operating tipper in combination with JCB for loading slipped earth and rock materials, excavated unsuitable topsoil, organic matter, debris, and other un serviceable materials from the berm, and transporting and unloading the same at approved off-site disposal locations at the contractor?s own risk, including all incidental charges, complete |
| 50 | OD126291/2026-2027:Providing and operating tipper in combination with JCB for loading slipped earth and rock materials, excavated unsuitable topsoil, organic matter, debris, and other un serviceable materials from the berm, and transporting and unloading the same at approved off-site disposal locations at the contractor?s own risk, including all incidental charges, complete |
| 51 | OD126298/2026-2027:Engaging mazdoors/labourers, along with necessary tools and equipment, throughout the contract period for routine roadside and drainage maintenance, including: Clearing light jungle, bushes, vegetation and other obstructions within the road right of way to maintain visibility and sight distance. Removing earth, silt, rubbish, vegetation and debris from culverts, side drains and drainage structures to ensure free flow of water. Cutting and removing hazardous tree branches, fallen trees and debris from the road, clearing resulting traffic obstructions, and stacking removed wood at locations directed by the Engineer-in-Charge. All labour, tools, equipment and incidental works shall be provided as required and as directed by the Engineer-in-Charge. |
| 52 | OD126320/2026-2027:Hire charges for wood cutting equipment, pulleys etc. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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