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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC BHAGAVATHIKUZHY KADAPRAMANNAR POST NIRANAM 689621 | NIRANAM | PATHANAMTHITTA | KERALA | 689621 | L1 | Accepted-AOC LOWEST | |
| 2 | Rejected-Technical | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MONSON ISSAC L1 | Binoj V.Thomas L2 | BINU K ABRAHAM L3 | ANIRUDHAN S L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road maintanance | |||||||
| 1.00 | OD83864/2025-2026: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 spreading, compacting re-using the scarified material after
disposal of debris and after rolling with static roller to obtain a proper camber road surface .
Modi. 3.14 | 320.1 | sqm | 14.34 ₹4,590.23 Lowest | 18.32 ₹5,864.23 | 17.9 ₹5,729.79 | 50 ₹16,005 |
| 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. (ii) Using Gravel mix soil. | 41.33 | cum | 1,945.02 ₹80,393.51 Lowest | 2,200 ₹90,932.6 | 2,484 ₹1,02,671.17 | 2,750 ₹1,13,665.75 |
| 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) | 48.02 | cum | 7,488.41 ₹3,59,556.01 Lowest | 8,500 ₹4,08,127.5 | 9,563.75 ₹4,59,203.46 | 9,500 ₹4,56,142.5 |
| 1.00 | OD84174/2025-2026: Filling up low lying and waterlogged areas with local material/quarry muck spreading in layeres ,levelling the top at site and consolidation by ramming etc. complete for improvingthe CBR value of subgrade | 19.56 | cum | 741.92 ₹14,511.96 Lowest | 947 ₹18,523.32 | 940 ₹18,386.4 | 1,000 ₹19,560 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 9.7 | cum | 509.21 ₹4,939.34 Lowest | 650 ₹6,305 | 649.91 ₹6,304.13 | 750 ₹7,275 |
Tender Value
₹5.9 L
EMD Value
₹14,815
Closing Date
30 Sept 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
vipinnath s s
Office of the Assistant Engineer LID EW Section Peringara
Annual Plan 171 25 26 Vengal Gurumandhiram Naduvathussery Colony Road Renovation in ward 8 in Peringara GP General Civil Work
2025_LSGD_799748_4
03/AE/LIDEW/PRNGA/202526
Open Tender
Civil Works - Roads
Item Rate
Office of the Assistant Engineer LID EW Section P
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,815
Yes
29 Jan 2026
20 Sept 2025
3 Oct 2025
20 Sept 2025
30 Sept 2025
20 Sept 2025
Amount
Road maintanance
OD83864/2025-2026: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 spreading, compacting re-using the scarified material after disposal of debris and after rolling with static roller to obtain a proper camber road surface . Modi. 3.14
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. (ii) Using Gravel mix soil.
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)
OD84174/2025-2026: Filling up low lying and waterlogged areas with local material/quarry muck spreading in layeres ,levelling the top at site and consolidation by ramming etc. complete for improvingthe CBR value of subgrade
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Binoj V.Thomas (BID ID -2365761)
BINU K ABRAHAM (BID ID -2367368)
ANIRUDHAN S (BID ID -2367313)
Bidder Name
Binoj V.Thomas
MONSON ISSAC
BINU K ABRAHAM
ANIRUDHAN S
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