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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₹6.7 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.6(5) dtd 07.10.2026 of Vakkom GP | |
| 2 | L2₹6.7 L+₹9,054.90 (1.36%)Rejected-AOC KALLITHOTTAM VEEDU KADAKKAVOOR P O THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹6.8 L+₹13,307.52 (2.00%)Rejected-Finance KULATHOOR GRAMA PANCHAYAT | KASARAGOD | KERALA | 670511 | L3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | RUBY H L2 | BINEESHCHANDRAN L1 | Anilkumar S L3 |
|---|---|---|---|---|---|---|
| 1.00INTERLOCKING 80 MM | ||||||
| 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. | 448 | sqm | 14.5 ₹6,496 | 14.35 ₹6,428.8 Lowest | 14.64 ₹6,558.72 |
| 1.00 | OD51906/2026-2027:(Modified 4.11.1 Without Roller )Granular sub-base/base/surface course with local materials
(Table 400.13) by mix in place method normal. Construction of granular sub-base by providing
local material spreading in uniform layers with motor grader on prepared surface, mixing by
mix in place method with rotavator at once and compacting with smooth wheel roller to achieve
the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i)
Using naturally occuring gravel | 49.6 | cum | 2,126 ₹1,05,449.6 | 2,095.15 ₹1,03,919.44 Lowest | 2,138.16 ₹1,06,052.74 |
| 1.00 | OD126649/2026-2027: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 | 496 | sqm | 1,071 ₹5,31,216 | 1,056.19 ₹5,23,870.24 Lowest | 1,077.87 ₹5,34,623.52 |
| 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) | 3.43 | cum | 8,357 ₹28,689.58 | 8,335.8 ₹28,616.8 Lowest | 8,404.84 ₹28,853.82 |
| 1.00 | OD51908/2026-2027:S/F Name board of size 75*60 cm size using GI pipe as post and 1 mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc. as per directions of Engineer-in-charge. | 1 | each | 2,670 ₹2,670 | 2,631 ₹2,631 Lowest | 2,685 ₹2,685 |
Tender Value
₹7.6 L
EMD Value
₹18,960
Closing Date
30 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Assistant Engineer, LIDEW Section, Vakkom GP.
Proj No 101/27-Vadakkumbhagam Road Interlocking Ward -5 Vakkom GP
2026_LSGD_871800_3
01/2026-27/AE/LSGD/VKM
Open Tender
Civil Works - Roads
Item Rate
180 days
Vakkom GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,675
Yes
₹18,960
Yes
11 Nov 2026
22 Sept 2026
5 Oct 2026
22 Sept 2026
30 Sept 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1INTERLOCKING 80 MM | |||||
| 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. | 448 | sqm | - | - |
| 1.002 | OD51906/2026-2027:(Modified 4.11.1 Without Roller )Granular sub-base/base/surface course with local materials
(Table 400.13) by mix in place method normal. Construction of granular sub-base by providing
local material spreading in uniform layers with motor grader on prepared surface, mixing by
mix in place method with rotavator at once and compacting with smooth wheel roller to achieve
the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i)
Using naturally occuring gravel | 49.6 | cum | - | - |
| 1.003 | OD126649/2026-2027: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 | 496 | 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) | 3.43 | cum | - | - |
| 1.005 | OD51908/2026-2027:S/F Name board of size 75*60 cm size using GI pipe as post and 1 mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc. as per directions of Engineer-in-charge. | 1 | each | - | - |
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