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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | ₹1.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 L+₹4,101.62 (2.79%)Rejected-AOC | ₹1.5 L+₹4,101.62 (2.79%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.8 L+₹36,592.24 (24.9%)Rejected-AOC | ₹1.8 L+₹36,592.24 (24.9%) | L3 | Rejected-AOC L3 |
| 4 | L4₹1.9 L+₹43,873.14 (29.9%)Rejected-AOC | ₹1.9 L+₹43,873.14 (29.9%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | VENUGOPALAN L2 | P SASIKUMAR L1 | K T GOVINDANKUTTY L4 | K Saidalavi L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road reconcrete | |||||||
| 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. | 84 | sqm | 11.78 ₹989.52 | 11.45 ₹961.8 Lowest | 14.89 ₹1,250.76 | 14.53 ₹1,220.52 |
| 1.00 | OD175748/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil | 46.2 | 1 sqm | 27.05 ₹1,249.71 | 26.3 ₹1,215.06 Lowest | 34.18 ₹1,579.12 | 33.36 ₹1,541.23 |
| 1.00 | OD175873/2025-2026: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 | 4.62 | cum | 2,314.29 ₹10,692.02 | 2,251.4 ₹10,401.47 Lowest | 2,924.3 ₹13,510.27 | 2,255.53 ₹10,420.55 |
| 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) | 19.6 | cum | 7,038.92 ₹1,37,955.79 | 6,847.65 ₹1,34,207.09 Lowest | 8,894.25 ₹1,74,318.41 | 8,683.88 ₹1,70,195.36 |
Tender Value
₹2.1 L
EMD Value
₹5,125
Closing Date
26 Sept 2025, 5:00 pmClosed
Assistant Engineer
LID EW section Vellinezhi GP
Annual Plan-VELLINEZHI GP.,2025-26, PRO. NO. 228-THANNERPANTHAL PONNAMKALLU ROAD RENOVATIOBN AND IRISH DRAIN-General Civil Work
2025_LSGD_799606_7
ET/02/AE/LID EW/KGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
Vellinezhi GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,125
Yes
1 Nov 2025
19 Sept 2025
29 Sept 2025
19 Sept 2025
26 Sept 2025
19 Sept 2025
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