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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 | KAIPAMANGALAM | THRISSUR | KERALA | 680681 | ₹4.9 L Quoted ₹5.0 L | L1 | Accepted-AOC Accepted Vide Resolution No.4 dtd.17/01/2026 of Edathiruthy GP |
| 2 | L2₹5.5 L+₹50,575.89 (10.1%)Rejected-AOC | ₹5.5 L+₹50,575.89 (10.1%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Asishakasim L2 | HASHIM MM L1 |
|---|---|---|---|---|---|
| 1.00Road construction | |||||
| 1.00 | OD371679/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling
the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 40.68 | cum | 1,021.18 ₹41,541.6 | 940 ₹38,239.2 Lowest |
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 213 | sqm | 55.1 ₹11,736.3 | 47 ₹10,011 Lowest |
| 1.00 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 41.73 | cum | 2,682.8 ₹1,11,953.24 | 2,400 ₹1,00,152 Lowest |
| 1.00 | OD371651/2025-2026:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm thickness, minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MORTH 55.23) | 233.4 | sqm | 1,339.2 ₹3,12,569.28 | 1,190 ₹2,77,746 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 6.87 | cum | 9,921.68 ₹68,161.94 | 9,100 ₹62,517 Lowest |
| 1.01 | OD380447/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. (60.7.1 modified for Mord) | 3.04 | cum | 1,587.6 ₹4,823.13 Lowest | 3,800 ₹11,544.4 |
Tender Value
₹5.1 L
EMD Value
₹12,711
Closing Date
10 Nov 2025, 4:00 pmClosed
ASSISTANT ENGINEER LIDEW EDATHIRUTHY GP
ASSISTANT ENGINEER LIDEW EDATHIRUTHY GP
Annual Plan-Edathiruthy GP 2025-26 Construction of Ashraya Road in ward 6-SO 272/26-General Civil Work
2025_LSGD_817752_10
TN03/AE/LIDEW/EDTY/25-26
Open Tender
Civil Works - Roads
Item Rate
360 days
EDATHIRUTHY
Annual Plan-Edathiruthy GP 2025-26
Construction of Ashraya Road in ward 6-SO
272/26-General Civil Work
7 documents required · 7 mandatory
₹1,125
Yes
₹12,711
Yes
11 Feb 2026
3 Nov 2025
12 Nov 2025
3 Nov 2025
10 Nov 2025
3 Nov 2025
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