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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | ₹2.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.0 LRejected-AOC | ₹3.0 L | L2 | Rejected-AOC L2 |
| 3 | L3₹3.1 LRejected-AOC NULL | ₹3.1 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | ahammed C H B L3 | B ABDULLA L2 | majeed bendichal L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 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. | 243 | sqm | 8.87 ₹2,155.41 | 8.2 ₹1,992.60 | 8.23 ₹1,999.89 |
| 1.00 | OD152502/2024-2025:Granular sub-base/base/surface course with serviceable material available during scarifying of an existing road. Construction of granular sub-base with departmental material spreading in uniform layers with a motor grader on a 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. ( Modified 4.11.2) | 7.29 | cum | 168.62 ₹1,229.24 | 155 ₹1,129.95 | 156.47 ₹1,140.67 |
| 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. | 17.01 | cum | 2,028.95 ₹34,512.44 | 1,930 ₹32,829.30 | 1,882.74 ₹32,025.41 |
| 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) | 36.45 | cum | 7,509.99 ₹2.7 L | 7,172 ₹2.6 L | 6,968.79 ₹2.5 L |
Tender Value
₹3.4 L
EMD Value
₹8,456
Closing Date
19 Aug 2025, 11:00 amClosed
ASSISTANT ENGINEER
AE LSGD CHEMNAD GRAMA PANCHAYAT KOLIYADUKKAM PERUMBALA P O
Annual Plan N H POINACHI PONNATTADUKKAM MANDALIPPARA ROAD CHEMNAD GP PR NO 141
2025_LSGD_784333_1
03/2025-26/AE/LSGD/CHMD
Open Tender
Civil Works - Roads
CHEMNAD GRAMA PANCHAYAT
Please refer Tender documents.
9 documents required · 9 mandatory
₹750
Yes
₹8,456
Yes
10 Feb 2026
11 Aug 2025
20 Aug 2025
11 Aug 2025
19 Aug 2025
11 Aug 2025
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