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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹56.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹59.5 L+₹3.2 L (5.77%)Admitted-Fee/PreQual/Technical/Finance | ₹59.5 L+₹3.2 L (5.77%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Validity of License expired |
| Sl No | Description | Qty | Unit | ALBERT CHERIAN L1 | Mc.Rajan L2 |
|---|---|---|---|---|---|
| 1.00Reactive maintenance | |||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 24.33 | cum | 2,200 ₹53,521.6 Lowest | 2,354.02 ₹57,268.6 |
| 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. | 22.12 | cum | 5,500 ₹1,21,638 Lowest | 5,845.22 ₹1,29,272.89 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 4.87 | cum | 2,300 ₹11,189.5 Lowest | 2,434.42 ₹11,843.45 |
| 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. | 4.42 | cum | 10,000 ₹44,230 Lowest | 13,122.08 ₹58,038.96 |
| 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 | 5,175 | sqm | 525 ₹27,16,875 Lowest | 566.94 ₹29,33,914.5 |
| 1.01 | OD327432/2025-2026:Conducting and Reporting Routine Inspection for the entire length of project road frequency of 7 days throughout the agreement period of the running contract as directed by the departmental officers at site. | 749.52 | km | 50 ₹37,476 Lowest | 50.23 ₹37,648.39 |
| 1.01 | 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. | 56.25 | cum | 3,000 ₹1,68,750 Lowest | 3,362.98 ₹1,89,167.63 |
| 1.01 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 225 | sqm | 1,300 ₹2,92,500 | 1,109.87 ₹2,49,720.75 Lowest |
| 1.01 | OD8333/2026-2027:Interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site using department tile | 150 | sqm | 300 ₹45,000 | 185.92 ₹27,888 Lowest |
Tender Value
₹64.6 L
EMD Value
₹50,000
Closing Date
11 Sept 2026, 2:00 pmClosed
Executive Engineer PWD Roads Division Ernakulam
Office of the Executive Engineer ,PWD Roads Division Ernakulam
GENERAL RM 2026 27 RC2 Ernakulam Mulamthuruthy ZONE 1 One Year Running Contract for various PWD Roads under Roads Section Mulamthuruthy in Ernakuam District 7 road stretches for a length of 31.23 km Estimate General Civil Work Estimate for RC works
2026_PWD_867625_1
PWD/RB/TR/3196/2026_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
14 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Reactive maintenance | |||||
| 1.001 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 24.33 | 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. | 22.12 | cum | - | - |
| 1.003 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 4.87 | 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. | 4.42 | 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 | 5,175 | sqm | - | - |
| 1.006 | OD327432/2025-2026:Conducting and Reporting Routine Inspection for the entire length of project road frequency of 7 days throughout the agreement period of the running contract as directed by the departmental officers at site. | 749.52 | km | - | - |
| 1.007 | 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. | 56.25 | cum | - | - |
| 1.008 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 225 | sqm | - | - |
| 1.009 | OD8333/2026-2027:Interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site using department tile | 150 | sqm | - | - |
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