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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Fee/PreQual/Technical/Finance ADARSH | ₹4.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.2 L+₹6,992.44 (1.70%)Admitted-Fee/PreQual/Technical/Finance | ₹4.2 L+₹6,992.44 (1.70%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.2 L+₹9,533.89 (2.31%)Admitted-Fee/PreQual/Technical/Finance | ₹4.2 L+₹9,533.89 (2.31%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AMEER L2 | NIMESH K L3 | ADARS C S L1 |
|---|---|---|---|---|---|---|
| 1.00Renovation of road | ||||||
| 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. | 291 | sqm | 14.57 ₹4,239.87 | 9.83 ₹2,860.53 Lowest | 14.32 ₹4,167.12 |
| 1.00 | OD471566/2025-2026: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. &It;br>(ii) Using Departmental Gravel mix soil. | 14.55 | cum | 184.94 ₹2,690.88 | 1,578.61 ₹22,968.78 | 181.85 ₹2,645.92 Lowest |
| 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. (ii) Using Gravel mix soil. | 14.55 | cum | 2,257.89 ₹32,852.3 | 2,246.33 ₹32,684.1 | 2,220.22 ₹32,304.2 Lowest |
| 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) | 43.65 | cum | 8,687.38 ₹3,79,204.14 | 8,316.5 ₹3,63,015.23 Lowest | 8,542.44 ₹3,72,877.51 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
22 Aug 2026, 10:00 amClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer,LID EW Section Ayancheri Grama Panchayath
Annual Plan Ayancheri GP 2024 25 Renovation of Mukkadathumvayal Cheekilode School road in Ward 7 Project No 325 2024 25 General Civil Work
2026_LSGD_864304_26
01/AE/LIDEW/AGP/2026-27
Open Tender
Electrical Works
Item Rate
180 days
AYANCHERI GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,591
Yes
29 Aug 2026
10 Aug 2026
24 Aug 2026
10 Aug 2026
22 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation of road | |||||
| 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. | - | sqm | - | - |
| 1.002 | OD471566/2025-2026: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. &It;br>(ii) Using Departmental Gravel mix soil. | - | cum | - | - |
| 1.003 | 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. (ii) Using Gravel mix soil. | - | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
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