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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹7.3 LAccepted-AOC | ₹7.3 L | l1 | Accepted-AOC l1 |
| 2 | Rejected-Technical KUPAKKARATHADATHIL HOUSE VEMPALLY P O | - | - | Rejected-Technical hr |
| 3 | Rejected-Technical LEELA NIVAS GURUVAYUR | GURUVAYUR | KERALA | - | - | Rejected-Technical hr |
| 4 | Rejected-Technical | - | - | Rejected-Technical hr |
| 5 | Rejected-Technical ULLOOR MCPO TVPM | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695011 | - | - | Rejected-Technical hr |
| Sl No | Description | Qty | Unit | JESWIN JIJO L3 | SAJINI S S L7 | Madhu j L1 | ADITHYA ENTERPRISES L6 | Anilkumar L2 | CHRISTUDAS P L4 | ANURAG S A L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Inter lock | ||||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 596.4 | sqm | 14.4 ₹8,588.16 | 15.53 ₹9,262.09 | 14.07 ₹8,391.35 Lowest | 15.47 ₹9,226.31 | 14.38 ₹8,576.23 | 14.5 ₹8,647.8 | 14.22 ₹8,480.81 |
| 1.00 | 4.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (iii) For Grading III Material | 51.12 | cum | 3,047.72 ₹1,55,799.45 | 3,286.69 ₹1,68,015.59 | 2,978.49 ₹1,52,260.41 | 3,275.95 ₹1,67,466.56 | 3,044.25 ₹1,55,622.06 | 3,080 ₹1,57,449.6 | 2,827.64 ₹1,44,548.96 Lowest |
| 1.00 | OD482732/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as
per drawings and Technical Specification Clause 1504 (using crushed chips 6.7 mm bed) | 511.2 | sqm | 964.56 ₹4,93,083.07 | 1,040.19 ₹5,31,745.13 | 942.65 ₹4,81,882.68 Lowest | 1,036.79 ₹5,30,007.05 | 963.45 ₹4,92,515.64 | 975 ₹4,98,420 | 1,003.5 ₹5,12,989.2 |
| 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) | 10.17 | cum | 8,263.97 ₹84,044.57 | 8,911.95 ₹90,634.53 | 8,076.25 ₹82,135.46 Lowest | 8,882.83 ₹90,338.38 | 8,254.58 ₹83,949.08 | 8,350 ₹84,919.5 | 8,376.66 ₹85,190.63 |
| 1.00 | OD482728/2025-2026:@Suppyindg and fixing granite name board 75*50cm size installed in the appropriate place visible to public made of masonry wall with granite plague should be inserted and including engraving letters ete complete the direction of departmental officers at site | 1 | each | 3,994.85 ₹3,994.85 | 4,308.08 ₹4,308.08 | 3,904.1 ₹3,904.1 Lowest | 4,294 ₹4,294 | 3,990.3 ₹3,990.3 | 4,500 ₹4,500 | 4,460 ₹4,460 |
Tender Value
₹8.5 L
EMD Value
₹21,179
Closing Date
26 Jun 2026, 5:00 pmClosed
AEE NEMOM BP
AEE LIDEW NEMOM BP
MP-LADS-2025-26 Sri. Jose K Mani , Honble MP of Rajya sabha- Construction of interlock work at Vayalikkada road WARD 12 in Pallichal GP
2026_LSGD_856184_5
001/AEE/LIDEW/NBP/2026-27
Open Tender
Civil Works - Others
Item Rate
120 days
NEMOM BP
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,870
Yes
₹21,179
Yes
16 Aug 2026
17 Jun 2026
30 Jun 2026
17 Jun 2026
26 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Inter lock | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 1 | sqm | - | - |
| 1.002 | 4.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (iii) For Grading III Material | 1 | cum | - | - |
| 1.003 | OD482732/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as
per drawings and Technical Specification Clause 1504 (using crushed chips 6.7 mm bed) | 1 | 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) | 1 | cum | - | - |
| 1.005 | OD482728/2025-2026:@Suppyindg and fixing granite name board 75*50cm size installed in the appropriate place visible to public made of masonry wall with granite plague should be inserted and including engraving letters ete complete the direction of departmental officers at site | - | each | - | - |
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