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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC | ₹2.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.6 LRejected-AOC | ₹2.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹2.7 LRejected-AOC | ₹2.7 L | L3 | Rejected-AOC L3 |
| 4 | L4₹2.9 LRejected-AOC | ₹2.9 L | L4 | Rejected-AOC L4 |
| 5 | L5₹2.9 LRejected-AOC | ₹2.9 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | C M ABDUL RAHIMAN L5 | majeed bendichal L3 | AJMAL SWALIH K L4 | IRSHAD M K L1 | B ABDULLA L2 | UMRAH ENGINEERING & CONSTRUCTION PVT LTD L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Construction | |||||||||
| 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. | 195 | sqm | 9.58 ₹1,868.10 | 13.93 ₹2,716.35 | 15 ₹2,925 | 12.35 ₹2,408.25 | 12 ₹2,340 | 16.57 ₹3,231.15 |
| 1.00 | OD548381/2024-2025:Granular sub-base/base/surface course with available departmental 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.(using departmental materials ) | 7.31 | cum | 584.16 ₹4,271.96 | 177.12 ₹1,295.28 | 180 ₹1,316.34 | 156.97 ₹1,147.92 | 175 ₹1,279.78 | 211.05 ₹1,543.41 |
| 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. | 12.19 | cum | 2,191.02 ₹26,701.96 | 2,162.65 ₹26,356.22 | 2,200 ₹26,811.40 | 1,917.2 ₹23,364.92 | 2,050 ₹24,983.35 | 2,583.48 ₹31,484.87 |
| 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) | 29.25 | cum | 8,946.01 ₹2.6 L | 8,322.23 ₹2.4 L | 8,750 ₹2.6 L | 7,377.55 ₹2.2 L | 7,910 ₹2.3 L | 9,941.68 ₹2.9 L |
Tender Value
₹3.0 L
EMD Value
₹7,400
Closing Date
4 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Asst. Engineer LID EW Section CHEMNAD G.P
Annual plan-2025-26 KOLIYADUKKAM-KUNNARA ROAD 607/25-26-General Civil Work
2025_LSGD_824553_69
08/2025-26/AE/LSGD/CHMD
Open Tender
Civil Works - Roads
180 days
CHEMNAD GRAMA PANCHAYAT
Please refer Tender documents.
8 documents required · 8 mandatory
₹655
Yes
₹7,400
Yes
28 Mar 2026
28 Jan 2026
6 Feb 2026
28 Jan 2026
4 Feb 2026
28 Jan 2026
Road Construction
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.
OD548381/2024-2025:Granular sub-base/base/surface course with available departmental 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.(using departmental materials )
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.
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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