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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | NAZARUDEEN L1 |
|---|---|---|---|---|
| 1.00Appendix A | ||||
| 1.00 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 288 | cum | 54 ₹15,552 Lowest |
| 1.00 | 4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method | 108 | cum | 3,500 ₹3,78,000 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. | 72 | cum | 3,400 ₹2,44,800 Lowest |
| 1.00 | 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. | 678.5 | sqm | 1,100 ₹7,46,350 Lowest |
| 1.00 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m | 4.5 | cum | 8,500 ₹38,250 Lowest |
| 2.00Appendix B | ||||
| 2.00 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 15.7 | Hectare | 49,000 ₹7,69,300 Lowest |
| 2.00 | OD166153/2025-2026:Engaging hydraulic excavator | 5 | Day | 6,500 ₹32,500 Lowest |
| 2.00 | OD166152/2025-2026:Engaging tipper | 2 | Day | 6,500 ₹13,000 Lowest |
Tender Value
₹45.9 L
EMD Value
₹50,000
Closing Date
17 Jul 2026, 5:00 pmClosed
Executive Engineer PWD Roads KTM
Office of the Executive Engineer PWD Roads KTM
GENERAL-RM 2025 26 RC 2 Phase 2 Zone VI -One year Running contract for various PWD Roads under Road Section Erumely in kottayam district 2 road streches for a length of 7 850 km (Karinkallumoozhy to Plachery-General RC General Civil Work
2026_PWD_859965_1
PWD/RB/TR/17849/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Erumeli
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
28 Jul 2026
9 Jul 2026
20 Jul 2026
9 Jul 2026
17 Jul 2026
9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A | |||||
| 1.001 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | - | cum | - | - |
| 1.002 | 4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method | - | cum | - | - |
| 1.003 | 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. | - | cum | - | - |
| 1.004 | 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. | - | sqm | - | - |
| 1.005 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m | - | cum | - | - |
| 2Appendix B | |||||
| 2.001 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 1 | Hectare | - | - |
| 2.002 | OD166153/2025-2026:Engaging hydraulic excavator | - | Day | - | - |
| 2.003 | OD166152/2025-2026:Engaging tipper | - | Day | - | - |
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