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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹60.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹63.8 L+₹3.1 L (5.17%)Admitted-Fee/PreQual/Technical/Finance | ₹63.8 L+₹3.1 L (5.17%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹66.1 L+₹5.4 L (8.85%)Admitted-Fee/PreQual/Technical/Finance | ₹66.1 L+₹5.4 L (8.85%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | PAULKANNANTHANAM L1 | M.T MUHAMMED MUNAZIR L2 | THOMAS KANNANTHANATH L3 |
|---|---|---|---|---|---|---|
| 1.00Appendix A Reactive ( Initial Rectification) Maintenance Works | ||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 19.75 | cum | 1,982.39 ₹39,144.27 Lowest | 2,084.84 ₹41,167.25 | 2,158.34 ₹42,618.58 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 22.35 | cum | 2,050.1 ₹45,811.53 Lowest | 2,156.05 ₹48,179.09 | 2,232.07 ₹49,877.84 |
| 1.00 | 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. | 19.75 | cum | 5,061.55 ₹99,945.37 Lowest | 5,323.13 ₹1,05,110.52 | 5,510.82 ₹1,08,816.65 |
| 1.00 | 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. | 22.35 | cum | 11,352.4 ₹2,53,680.73 Lowest | 11,939.1 ₹2,66,791.13 | 12,360.04 ₹2,76,197.45 |
| 1.00 | 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. | 2,013.75 | sqm | 15.6 ₹31,414.5 Lowest | 16.4 ₹33,025.5 | 16.9 ₹34,032.38 |
| 1.01 | OD131976/2026-2027: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 0.9 mm (Type B) 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). | 2,013.75 | sqm | 281.37 ₹5,66,608.84 Lowest | 295.91 ₹5,95,888.76 | 306.3 ₹6,16,811.63 |
| 2.00Appendix B PreMonsoon Works | ||||||
| 2.00 | 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) | 650 | metre | 66.29 ₹43,088.5 Lowest | 69.72 ₹45,318 | 72.18 ₹46,917 |
| 2.00 | 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. | 420 | sqm | 48.39 ₹20,323.8 Lowest | 50.89 ₹21,373.8 | 52.68 ₹22,125.6 |
Tender Value
₹73.1 L
EMD Value
₹50,000
Closing Date
14 Sept 2026, 2:05 pmClosed
Executive Engineer
Road maintenance Division Kannur
Appendix A Reactive Works Appendix B Pre monsoon Works Appendix C Proactive Works
2026_PWD_867542_1
D2/TN/6/2026-27
Open Tender
Civil Works - Roads
Item Wise
Iritty
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
17 Sept 2026
3 Sept 2026
16 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A Reactive ( Initial Rectification) Maintenance Works | |||||
| 1.001 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 1 | cum | - | - |
| 1.002 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | - | cum | - | - |
| 1.003 | 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. | 1 | cum | - | - |
| 1.004 | 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. | - | cum | - | - |
| 1.005 | 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. | - | sqm | - | - |
| 1.006 | OD131976/2026-2027: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 0.9 mm (Type B) 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). | - | sqm | - | - |
| 2Appendix B PreMonsoon 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) | - | metre | - | - |
| 2.002 | 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. | - | sqm | - | - |
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