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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Mujeeb H L2 | Pratheesh george L1 |
|---|---|---|---|---|---|
| 1.00Side Protection Work | |||||
| 1.00 | 12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 16.17 | cum | 85 ₹1,374.2 | 83 ₹1,341.86 Lowest |
| 1.00 | 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. | 4.38 | cum | 7,500 ₹32,842.5 | 7,432 ₹32,544.73 Lowest |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 33.89 | cum | 8,700 ₹2,94,825.6 | 8,600 ₹2,91,436.8 Lowest |
| 1.00 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.07 | MT | 1,01,800 ₹7,329.6 | 1,01,770 ₹7,327.44 Lowest |
| 1.00 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 0.9 | cum | 9,400 ₹8,460 | 9,343 ₹8,408.7 Lowest |
| 1.01 | OD177271/2025-2026:OD- Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 75 mm dia PVC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and Technical Specifications | 11.4 | metre | 130 ₹1,482 | 125 ₹1,425 Lowest |
| 1.01 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | 10.48 | cum | 2,965 ₹31,088.03 | 2,960 ₹31,035.6 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,614
Closing Date
26 May 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer PWD roads sub division Mananthavady
GENERAL-Construction of Urgent Retaining wall at Km. 3/210 LHS at 6th mile - Kundala - Kammana - Karinthirikkadavu - Mananthavadi road-General Civil Work-General Civil Work
2026_PWD_851074_1
D1/PWD/RB/EST/18850/2025 dt 15/05/2026
Open Tender
Civil Works - Others
Item Wise
180 days
Kammana
Please refer Tender documents.
9 documents required · 9 mandatory
₹760
₹8,614
23 Sept 2026
19 May 2026
29 May 2026
19 May 2026
26 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side Protection Work | |||||
| 1.001 | 12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | - | cum | - | - |
| 1.002 | 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. | 1 | cum | - | - |
| 1.003 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 1 | cum | - | - |
| 1.004 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 1 | MT | - | - |
| 1.005 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | - | cum | - | - |
| 1.006 | OD177271/2025-2026:OD- Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 75 mm dia PVC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and Technical Specifications | - | metre | - | - |
| 1.007 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | 1 | cum | - | - |
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