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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87,426.90Accepted-Finance | ₹87,426.90 | L1 | Accepted-Finance Accepted Vide Resolution No.4(1) dtd.07/01/2026 |
| 2 | L2₹94,272.32Accepted-Finance | ₹94,272.32 | L2 | Accepted-Finance Kept in abeyance till the execution of agmnt by the First Bidder |
| 3 | L3₹1.0 LRejected-Finance | ₹1.0 L | L3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | unnikrishnan-m L1 | KRISHNAN L2 | vishnubalan m L3 |
|---|---|---|---|---|---|---|
| 1.00Road Concreting | ||||||
| 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. | 60 | sqm | 14.4 ₹864 | 15.51 ₹930.6 | 25 ₹1,500 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 4.5 | cum | 59.4 ₹267.3 | 64.84 ₹291.78 | 85 ₹382.5 |
| 1.00 | OD185988/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local materialspreading in uniform layers manually mixing by mix in place method andcompacting with with rammers to achieve the desired density complete as per Clause401.4 as per Technical Specification Clause 408.(ii) Using Gravel mix soil | 3 | cum | 2,106 ₹6,318 | 2,271.74 ₹6,815.22 | 2,500 ₹7,500 |
| 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) | 9 | cum | 8,606 ₹77,454 | 9,276.84 ₹83,491.56 | 9,850 ₹88,650 |
| 1.00 | OD185992/2025-2026:Supplying and providing readymade GI name board with all conveyance, labour and hire charges, etc. complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6 mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc. complete | 1 | each | 2,523.6 ₹2,523.6 | 2,743.16 ₹2,743.16 | 3,000 ₹3,000 |
Tender Value
₹97,164
EMD Value
₹2,429
Closing Date
15 Nov 2025, 4:00 pmClosed
AE
Office of AE Vilayur GP
Mukkilapeedika Road Concrete Proj No. 219
2025_LSGD_819632_2
02/2025/AE/LIDEW/VLR
Open Tender
Civil Works - Roads
270 days
Vilayur GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
₹2,429
28 Feb 2026
6 Nov 2025
19 Nov 2025
6 Nov 2025
15 Nov 2025
6 Nov 2025
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