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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.9 L+₹2,791.35 (0.98%)Rejected-AOC MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | ABDUL RAZACK T T L3 | VISHNUJITH.M L2 | Musthafa K P L4 | MUHAMMED AJMAL L1 |
|---|---|---|---|---|---|---|---|
| 1.00Interlocking | |||||||
| 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. | 59.28 | cum | 56.94 ₹3,375.4 | 56.81 ₹3,367.7 | 59.09 ₹3,502.86 | 54 ₹3,201.12 Lowest |
| 1.00 | OD41592/2025-2026: 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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(i) Using naturally occuring gravel | 23.71 | cum | 1,995.11 ₹47,308.05 | 1,654.1 ₹39,222.02 Lowest | 1,735 ₹41,140.32 | 1,919 ₹45,503.33 |
| 1.00 | OD41572/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | 180 | sqm | 915.01 ₹1,64,701.8 Lowest | 957.1 ₹1,72,278 | 996.13 ₹1,79,303.4 | 923 ₹1,66,140 |
| 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) | 8.57 | cum | 8,148.31 ₹69,814.72 | 8,128.55 ₹69,645.42 | 8,455.31 ₹72,445.1 | 7,841 ₹67,181.69 Lowest |
| 1.00 | OD89266/2025-2026:Engaging Labour For Clearing site | 1 | Day | 960.51 ₹960.51 | 957.95 ₹957.95 | 500 ₹500 Lowest | 738 ₹738 |
| 1.01 | OD41505/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire chages etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6 mmthick iron sheet of size 90x60 cm 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 | 2,389.22 ₹2,389.22 | 2,383.4 ₹2,383.4 | 2,479.24 ₹2,479.24 | 2,299 ₹2,299 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,467
Closing Date
11 Aug 2025, 4:00 pmClosed
ASSISTANT ENGINEER
THIRUVEGAPPURA GP
THIRUVEGAPPURA GP 2025-26 PUTHUVAYIL IRRIGATION ROAD-PRO.NO.59/25-26
2025_LSGD_781569_1
AE/LSGD/TVPGP-02/2025-26(1)
Open Tender
Civil Works - Roads
Item Rate
180 days
THIRUVEGAPPURA GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹750
Yes
₹8,467
Yes
29 Oct 2025
2 Aug 2025
13 Aug 2025
2 Aug 2025
11 Aug 2025
2 Aug 2025
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finance_1281738.pdf
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