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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.5 LAccepted-AOC | ₹2.5 L | 1 | Accepted-AOC Intact |
| 2 | Rejected-Technical KOTTUR KERALA | - | - | Rejected-Technical 3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical 2 |
| Sl No | Description | Qty | Unit | BIJU. TV. L3 | HAREENDRAN K L1 | moolad L2 |
|---|---|---|---|---|---|---|
| 1.00Road work | ||||||
| 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. | 174 | sqm | 14.99 ₹2,608.26 | 9.75 ₹1,696.50 | 14.7 ₹2,557.80 |
| 1.00 | 4.11.2: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. <br>(ii) Using Gravel mix soil. | 8.55 | cum | 2,328.96 ₹19,912.61 | 2,280 ₹19,494 | 2,283.3 ₹19,522.22 |
| 1.00 | OD495126/2025-2026: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. &lt;br&gt;(ii) Using
Departmental Material Gravel mix soil. | 8.7 | cum | 191.17 ₹1,663.18 | 230.75 ₹2,007.53 | 187.43 ₹1,630.64 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 26.1 | cum | 8,960.16 ₹2.3 L | 8,670 ₹2.3 L | 8,784.48 ₹2.3 L |
Tender Value
₹2.5 L
EMD Value
₹6,325
Closing Date
2 Mar 2026, 5:00 pmClosed
Assistant Engineer
LID EW SECTION ARIKKULAM
Annual Plan-Arikkulam GP (Pro no 228/26) Nadukkandimukk Puliyamkadavath Road
2026_LSGD_839657_1
43/AE/LSGD/25-26
Open Tender
Civil Works - Roads
Arikkulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,325
Yes
18 Mar 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
Road work
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.
4.11.2: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. <br>(ii) Using Gravel mix soil.
OD495126/2025-2026: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. &lt;br&gt;(ii) Using Departmental Material Gravel mix soil.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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