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Tender Value
₹50.0 L
EMD Value
₹50,000
Closing Date
25 Sept 2026, 3:00 pmClosed
Executive Engineer,
Office of the Executive Engineer ,PWD Road Maintenance Division, Kannur
The estimate prepared under 4 appendices Appendix A Reactive Works Appendix B Pre monsoon Works Appendix C Proactive Works Proactive preventive works Appendix D Emergency Work
2026_PWD_868357_1
D1/TN/11/2026-27
Open Tender
Civil Works - Roads
Item Rate
Thaliparamba
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
25 Sept 2026
8 Sept 2026
28 Sept 2026
8 Sept 2026
25 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A : Reactive (Initial Rectification) Maintenance Works | |||||
| 1.001 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 0.19 | cum | - | - |
| 1.002 | 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. | 0.19 | cum | - | - |
| 1.003 | 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. | 7.02 | sqm | - | - |
| 1.004 | OD124937/2026-2027:Mixed Seal Surfacing - Manual means - Type A - Bitumen VG 30 - Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 0.9 mm to 11.2 mm (type A) aggregates using penetration grade bitumen 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 three wheel 8-10 kN static roller and finishing to required level and grade as per technical specification. | 7.02 | sqm | - | - |
| 2Appendix B : Pre-Monsoon Works | |||||
| 2.001 | 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) | 1,600 | metre | - | - |
| 2.002 | 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 | 6.26 | Hectare | - | - |
| 2.003 | OD122952/2026-2027: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. | 443 | each | - | - |
| 2.004 | OD123629/2026-2027:Hire charges for wood cutting equipments, pulleys etc | 20 | each | - | - |
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