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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.6 L+₹5,958.55 (1.70%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.6 L+₹9,132.21 (2.61%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.7 L+₹21,582.34 (6.16%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹3.8 L+₹32,681.84 (9.33%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VISHNU S T L3 | ANURAG S A L2 | SHAJIKUMAR T L1 | SANDEEP S T L5 | AJTHKUMAR R L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Inter lock | ||||||||
| 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. | 210 | sqm | 13.91 ₹2,921.1 | 13.78 ₹2,893.8 | 329 ₹69,090 | 12 ₹2,520 Lowest | 14.36 ₹3,015.6 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 28 | cum | 2,897.66 ₹81,134.48 | 2,872.09 ₹80,418.52 | 1,800 ₹50,400 Lowest | 2,500 ₹70,000 | 2,993.11 ₹83,807.08 |
| 1.00 | OD185889/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic
blocks approved size , design and shape , laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50mm average thickness , etc all complete as per
the direction of Engineer in charge | 224 | sqm | 1,023.67 ₹2,29,302.08 | 1,014.64 ₹2,27,279.36 | 904 ₹2,02,496 Lowest | 1,200 ₹2,68,800 | 1,057.39 ₹2,36,855.36 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 5.26 | cum | 7,982.25 ₹41,954.71 | 7,911.82 ₹41,584.53 | 4,860 ₹25,544.16 Lowest | 7,000 ₹36,792 | 8,245.19 ₹43,336.72 |
| 1.00 | OD185507/2026-2027:Suppying and fixing granite name board 78*60cm size onbrick wall including plastering , engraving letters as per the direction of Departmental Engineers at site | 1 | cum | 4,250 ₹4,250 | 4,212.5 ₹4,212.5 | 2,900 ₹2,900 Lowest | 5,000 ₹5,000 | 4,997.74 ₹4,997.74 |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
10 Nov 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AEE,LID and EW, Subdivision Nemom
AEE,LID and EW, Subdivision Nemom
Annual Plan-2026-27 NEMOM BP 229/27 VELLAYANI SADYALAYAM ROAD INTERLOCK-Vellayani Division-.-General Civil Work
2026_LSGD_884199_3
003/AEE/LSGD/NBP/2026-27
Open Tender
Civil Works - Roads
Item Rate
120 days
LID and EW, Subdivision Nemom
Please refer tender documents
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
12 Nov 2026
3 Nov 2026
12 Nov 2026
3 Nov 2026
10 Nov 2026
3 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Inter lock | |||||
| 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. | 210 | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 28 | cum | - | - |
| 1.003 | OD185889/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic
blocks approved size , design and shape , laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50mm average thickness , etc all complete as per
the direction of Engineer in charge | 224 | sqm | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 5.26 | cum | - | - |
| 1.005 | OD185507/2026-2027:Suppying and fixing granite name board 78*60cm size onbrick wall including plastering , engraving letters as per the direction of Departmental Engineers at site | 1 | cum | - | - |
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