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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.1 dtd 05/12/2025 of Kuttoor GP | |
| 2 | L2₹5.4 L+₹21,573.42 (4.16%)Rejected-Finance | L2 | Rejected-Finance Higher rate and hence not admitted | |
| 3 | L3₹5.9 L+₹68,296.64 (13.2%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | L4₹6.1 L+₹92,505.84 (17.8%)Rejected-Finance | L4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | SUDEEP S L2 | P A MATHEW L3 | BINU K ABRAHAM L1 | SANIL KUMAR M L L4 |
|---|---|---|---|---|---|---|---|
| 1.00Concreting | |||||||
| 1.00 | OD346297/2025-2026:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface/Granular Surface
to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road
surface/Granular 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 | 302.4 | sqm | 16.12 ₹4,874.69 | 16 ₹4,838.4 | 15.47 ₹4,678.13 Lowest | 17 ₹5,140.8 |
| 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. | 45.36 | cum | 2,185.92 ₹99,153.33 | 2,470 ₹1,12,039.2 | 2,098.73 ₹95,198.39 Lowest | 2,475 ₹1,12,266 |
| 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) | 45.36 | cum | 8,415.44 ₹3,81,724.36 | 9,000 ₹4,08,240 | 8,079 ₹3,66,463.44 Lowest | 9,500 ₹4,30,920 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 90 | cum | 572 ₹51,480 | 650 ₹58,500 | 549 ₹49,410 Lowest | 660 ₹59,400 |
| 1.00 | OD337415/2025-2026:Providing and fixing Granite name board of size 60x45cm including labour charges | 1 | no | 2,662 ₹2,662 | 3,000 ₹3,000 | 2,571 ₹2,571 Lowest | 3,100 ₹3,100 |
Tender Value
₹6.1 L
EMD Value
₹15,340
Closing Date
21 Oct 2025, 5:00 pmClosed
ANANDU KRISHNAN M
LID AND EW SECTION KUTTOOR GP
Annual Plan- Kuttoor GP Proj. No. 189/2025-26 Nalloorsthanam Srambiyil Valam Dipo Road Ward 1-Concreting
2025_LSGD_808923_2
11/2025-26/AE/LID EW/KTR
Open Tender
Civil Works - Roads
Item Wise
180 days
Kuttoor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,355
Yes
₹15,340
Yes
5 Dec 2025
14 Oct 2025
23 Oct 2025
14 Oct 2025
21 Oct 2025
14 Oct 2025
Amount
Concreting
OD346297/2025-2026:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface/Granular Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface/Granular 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. <br>(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)
3.14:Construction of Subgrade and Earthen Shoulders<br> 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.
OD337415/2025-2026:Providing and fixing Granite name board of size 60x45cm including labour charges
SUDEEP S (BID ID -2398646)
P A MATHEW (BID ID -2400764)
SANIL KUMAR M L (BID ID -2400890)
Bidder Name
P A MATHEW
BINU K ABRAHAM
SUDEEP S
SANIL KUMAR M L
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