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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹72.8 L+₹41,403.69 (0.57%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹91.0 L+₹18.6 L (25.7%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹92.7 L+₹20.3 L (28.0%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K.T. DEVASIA L1 | PAULKANNANTHANAM L3 | SALY PAUL KANNANTHANAM L4 | MANU KM L2 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix A: Reactive Maintenance (Initial Rectification Works) | |||||||
| 1.00 | OD125658/2026-2027: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. | 6 | each | 1,173.61 ₹7,041.66 | 1,475.65 ₹8,853.9 | 1,502.73 ₹9,016.38 | 800 ₹4,800 Lowest |
| 1.00 | 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 <br> | 204 | sqm | 5.16 ₹1,052.64 | 6.5 ₹1,326 | 6.62 ₹1,350.48 | 5 ₹1,020 Lowest |
| 1.00 | 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 | 40.8 | cum | 2,855.66 ₹1,16,510.93 | 3,590.58 ₹1,46,495.66 | 3,656.46 ₹1,49,183.57 | 2,600 ₹1,06,080 Lowest |
| 1.00 | 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. | 30.6 | cum | 2,967.45 ₹90,803.97 | 3,731.15 ₹1,14,173.19 | 3,799.61 ₹1,16,268.07 | 2,700 ₹82,620 Lowest |
| 1.00 | 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. | 204 | sqm | 84.11 ₹17,158.44 Lowest | 105.76 ₹21,575.04 | 107.7 ₹21,970.8 | 97 ₹19,788 |
| 1.01 | 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. | 204 | sqm | 16.28 ₹3,321.12 Lowest | 20.48 ₹4,177.92 | 20.86 ₹4,255.44 | 18 ₹3,672 |
| 1.01 | OD125888/2026-2027:Mix seal surfacing: Providing ,laying and rolling of close graded premixed surfacing material of
20mm 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 | 204 | sqm | 293.84 ₹59,943.36 Lowest | 369.47 ₹75,371.88 | 376.25 ₹76,755 | 338 ₹68,952 |
| 1.01 | 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 | 43.6 | cum | 42.77 ₹1,864.77 | 50.51 ₹2,202.24 | 51.44 ₹2,242.78 | 25 ₹1,090 Lowest |
| 1.01 | 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. | 32.7 | cum | 5,949.61 ₹1,94,552.25 Lowest | 7,480.77 ₹2,44,621.18 | 7,618.03 ₹2,49,109.58 | 6,000 ₹1,96,200 |
Tender Value
₹83.5 L
EMD Value
₹50,000
Closing Date
24 Sept 2026, 12:30 pmClosed
Executive Engineer
Road maintenance Division Kannur
Appendix A Reactive Works Appendix B Pre monsoon Works Appendix C Proactive Works Appendix D Emergency Works
2026_PWD_869294_1
D2/TN/16/2026-27
Open Tender
Civil Works - Roads
Item Rate
Kannur
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
28 Sept 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
24 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A: Reactive Maintenance (Initial Rectification Works) | |||||
| 1.001 | OD125658/2026-2027: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. | 6 | each | - | - |
| 1.002 | 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 <br> | 204 | sqm | - | - |
| 1.003 | 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 | 40.8 | cum | - | - |
| 1.004 | 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. | 30.6 | cum | - | - |
| 1.005 | 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. | 204 | sqm | - | - |
| 1.006 | 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. | 204 | sqm | - | - |
| 1.007 | OD125888/2026-2027:Mix seal surfacing: Providing ,laying and rolling of close graded premixed surfacing material of
20mm 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 | 204 | sqm | - | - |
| 1.008 | 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 | 43.6 | cum | - | - |
| 1.009 | 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. | 32.7 | cum | - | - |
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