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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | ₹1.5 L | L1 | Accepted-AOC LI ACCEPTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | RAJIL L1 | SIVAN G L2 |
|---|---|---|---|---|---|
| 1.00RECONCRETING | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 4.5 | cum | 441.5 ₹1,986.75 | 463.58 ₹2,086.11 |
| 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 | 3 | cum | 3,337.88 ₹10,013.64 | 3,504.77 ₹10,514.31 |
| 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) | 14.62 | cum | 9,563.75 ₹1.4 L | 10,041.94 ₹1.5 L |
Tender Value
₹1.5 L
EMD Value
₹3,796
Closing Date
8 Jan 2026, 6:00 pmClosed
AE LSGD,CTMC
AE LSGD,CTMC
Annual Plan-CTMC WARD 3 RAYAPPAN STREET BYE ROAD RECONCRETE
2025_LSGD_824322_1
E1/407808/2025
Open Tender
Civil Works - Roads
chittur thathamangalam municipality
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
₹3,796
5 Jun 2026
30 Dec 2025
9 Jan 2026
30 Dec 2025
8 Jan 2026
30 Dec 2025
RECONCRETING
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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)
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