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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.6 LAccepted-AOC | ₹54.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹55.3 L+₹69,312.92 (1.27%)Rejected-Finance | ₹55.3 L+₹69,312.92 (1.27%) | L2 | Rejected-Finance L2 |
| 3 | L3₹58.3 L+₹3.8 L (6.88%)Rejected-Finance | ₹58.3 L+₹3.8 L (6.88%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | ALBERT CHERIAN L3 | ABDUL RASHEED M K L1 | shamsu nk L2 |
|---|---|---|---|---|---|---|
| 1.00Appendix A- Reactive maintenance (Initial rectification) | ||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 14.02 | cum | 2,400 ₹33,648 | 2,558 ₹35,863.16 | 2,351.46 ₹32,967.47 Lowest |
| 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. | 14.02 | cum | 4,750 ₹66,595 Lowest | 5,633 ₹78,974.66 | 5,177.12 ₹72,583.22 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 1.03 | cum | 2,400 ₹2,469.6 Lowest | 2,646 ₹2,722.73 | 2,431.78 ₹2,502.3 |
| 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. | 1.03 | cum | 11,000 ₹11,319 Lowest | 12,692 ₹13,060.07 | 11,664 ₹12,002.26 |
| 1.00 | 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 For grading II- 13 mm (Nominal size) Material | 1,248 | sqm | 500 ₹6,24,000 | 488 ₹6,09,024 | 448.95 ₹5,60,289.6 Lowest |
| 1.01 | 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. | 284.85 | sqm | 500 ₹1,42,425 | 200 ₹56,970 Lowest | 494.13 ₹1,40,752.93 |
| 1.01 | OD318715/2025-2026:Removing the existing sticker and and fixing new sticker with Non-retro-reflectorized vinyl sign with 1 year warranty manufactured vinyl printed sheeting fixed over Existing RC board fixed on road etc complete as per direction of departmental officers at site | 15.13 | per sqm | 1,000 ₹15,128 | 1,056 ₹15,975.17 | 971.3 ₹14,693.83 Lowest |
| 1.01 | 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) | 10.35 | cum | 8,000 ₹82,800 Lowest | 8,867 ₹91,773.45 | 8,149.06 ₹84,342.77 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.93 | MT | 1,00,000 ₹93,200 | 1,00,682 ₹93,835.62 | 92,526.77 ₹86,234.95 Lowest |
Tender Value
₹60.2 L
EMD Value
₹50,000
Closing Date
14 Aug 2026, 2:00 pmClosed
Executive Engineer PWD Roads Division Ernakulam
Office of the Executive Engineer Roads Division Ernakulam
GENERAL RM 2026 27 RC 2 One year RC Ernakulam Kalamassery Zone 4 Kalamassery Municipality One year Running contract for various PWD Roads under road section Kalamasserry in Ernakulam district 10 road stretches for a length of 22860 m-General Civi
2026_PWD_864388_1
PWD/RB/TR/3038/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Kakkanad
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
16 Sept 2026
5 Aug 2026
17 Aug 2026
5 Aug 2026
14 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A- Reactive maintenance (Initial rectification) | |||||
| 1.001 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 1 | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 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. | 1 | cum | - | - |
| 1.005 | 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 For grading II- 13 mm (Nominal size) Material | - | sqm | - | - |
| 1.006 | 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. | - | sqm | - | - |
| 1.007 | OD318715/2025-2026:Removing the existing sticker and and fixing new sticker with Non-retro-reflectorized vinyl sign with 1 year warranty manufactured vinyl printed sheeting fixed over Existing RC board fixed on road etc complete as per direction of departmental officers at site | - | per sqm | - | - |
| 1.008 | 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) | 1 | cum | - | - |
| 1.009 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | - | MT | - | - |
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