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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC accepted |
| 2 | L2₹4.3 LRejected-AOC | ₹4.3 L | L2 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | RAMAKRISHNAN L2 | SUROJ L1 |
|---|---|---|---|---|---|
| 1.00Road Concrete | |||||
| 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. | 188 | sqm | 16.01 ₹3,009.88 | 16.01 ₹3,009.88 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 36 | cum | 66.84 ₹2,406.24 | 66.84 ₹2,406.24 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 22.4 | cum | 3,337.88 ₹74,768.51 | 3,337.88 ₹74,768.51 |
| 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) | 33.6 | cum | 9,663.75 ₹3.2 L | 9,563.75 ₹3.2 L |
| 1.00 | OD433086/2025-2026:Filling with quarry muck
Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade | 19.6 | cum | 947.54 ₹18,571.78 | 947.54 ₹18,571.78 |
| 1.01 | OD430688/2025-2026:Supplying and providing ready made GI name Board | 1 | 1 nos | 3,511.16 ₹3,511.16 | 3,511.16 ₹3,511.16 |
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
11 Feb 2026, 2:00 pmClosed
REENA.V
OFFICE OF THE ASSISTANT ENGINEER,LID EW SECTION KARAKURUSSI GP
ET-10 Annual Plan-Karakurussi gp 2025-26,Project No.334/25-26-Kurissupadi Chirakkalppadi road Concrete
2026_LSGD_832988_12
04/25-26/AE/LSGD/KKSY
Open Tender
Civil Works - Roads
180 days
Karakurussi gp
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,590
Yes
7 Apr 2026
4 Feb 2026
13 Feb 2026
4 Feb 2026
11 Feb 2026
4 Feb 2026
Road Concrete
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.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
OD433086/2025-2026:Filling with quarry muck Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade
OD430688/2025-2026:Supplying and providing ready made GI name Board
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