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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC KERALA KL | ₹5.1 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | Gopakumar K V L1 |
|---|---|---|---|---|
| 1.00IMPROVEMENT OF THANNIKKADAVU ODAPOTTY ROAD- | ||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 15 | sqm | 12.66 ₹189.9 Lowest |
| 1.00 | OD376082/2025-2026:[OD from DAR 2.28.1] Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 256 | sqm | 29.06 ₹7,439.36 Lowest |
| 1.00 | OD376087/2025-2026:[OD from DAR 51.2.3] Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 28.4 | cum | 813.03 ₹23,090.05 Lowest |
| 1.00 | OD376086/2025-2026:OD from 4.11.2- Granular sub-base/base/surface course . Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface and compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using GSB with Proper gradation as per MoRD | 36 | cum | 1,837.58 ₹66,152.88 Lowest |
| 1.00 | OD381389/2025-2026:(OD from -MORD: 6.7.1) Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm over compacted bed of 6mm stone aggragate as per drawings and Technical Specification Clause 1504. | 360 | sqm | 872.3 ₹3,14,028 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 8.04 | cum | 7,819.11 ₹62,826.55 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.46 | tonne | 79,430.29 ₹36,696.79 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,821
Closing Date
17 Mar 2026, 10:00 amClosed
Assistant Engineer
The Assistant Engineer LID EW Section Vazhikkadavu Grama Panchayath
Annual Plan - 114 25 IMPROVEMENT OF THANNIKKADAVU ODAPOTTY ROAD
2026_LSGD_844771_3
EWC1/06-2/ET/AE/VKD/25-26
Open Tender
Civil Works - Roads
Item Wise
240 days
Vazhikkadavu GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,310
₹14,821
3 Sept 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1IMPROVEMENT OF THANNIKKADAVU ODAPOTTY ROAD- | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | OD376082/2025-2026:[OD from DAR 2.28.1] Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | - | sqm | - | - |
| 1.003 | OD376087/2025-2026:[OD from DAR 51.2.3] Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 1 | cum | - | - |
| 1.004 | OD376086/2025-2026:OD from 4.11.2- Granular sub-base/base/surface course . Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface and compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using GSB with Proper gradation as per MoRD | - | cum | - | - |
| 1.005 | OD381389/2025-2026:(OD from -MORD: 6.7.1) Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm over compacted bed of 6mm stone aggragate as per drawings and Technical Specification Clause 1504. | - | sqm | - | - |
| 1.006 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | - | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
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