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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC | ₹4.7 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | Rejected-Technical KANNADIKKUZHI HOUSE RAMANATTUKARA VAZHAYUR EAST PO | - | - | Rejected-Technical Second Lowest bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical fourth lowest bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical THIRD LOWEST BIDDER |
| Sl No | Description | Qty | Unit | HAREESH KUMAR V K L2 | SHIJUL RAJ V K L3 | KV Koyamoideen kutty L4 | Ramsheer L1 |
|---|---|---|---|---|---|---|---|
| 1.00Interlock | |||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.01 | Hectare | 24,000 ₹336 | 41,091 ₹575.27 | 41,956.46 ₹587.39 | 40,356.06 ₹564.98 |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 32.24 | cum | 7 ₹225.68 | 59 ₹1,902.16 | 61.14 ₹1,971.15 | 58.81 ₹1,896.03 |
| 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. | 18.8 | cum | 50 ₹939.90 | 570 ₹10,714.86 | 582.89 ₹10,957.17 | 560.66 ₹10,539.29 |
| 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. | 32.24 | cum | 2,100 ₹67,704 | 2,169 ₹69,928.56 | 2,214.8 ₹71,405.15 | 2,130.32 ₹68,681.52 |
| 1.00 | OD203284/2025-2026:Providing and laying factory made chamfered edge Cement Concrete paver blocks 80 mm thick M 30 grade in Road/footpath etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of 6 mm metal, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of approved color design and pattern | 322.39 | sqm | 1,150 ₹3.7 L | 1,115 ₹3.6 L | 1,152.62 ₹3.7 L | 1,108.66 ₹3.6 L |
| 1.01 | 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) | 4.42 | cum | 7,800 ₹34,499.40 | 8,016 ₹35,454.77 | 8,185.03 ₹36,202.39 | 7,872.82 ₹34,821.48 |
Tender Value
₹5.1 L
EMD Value
₹12,699
Closing Date
25 Oct 2025, 6:00 pmClosed
AE
AE LID EW
ROAD
2025_LSGD_811592_15
AE/LIDEW/FRK/2025-26/07
Open Tender
Civil Works - Roads
Feroke Municipality
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,120
Yes
₹12,699
Yes
4 Feb 2026
18 Oct 2025
27 Oct 2025
18 Oct 2025
25 Oct 2025
18 Oct 2025
Amount
Interlock
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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.
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.
OD203284/2025-2026:Providing and laying factory made chamfered edge Cement Concrete paver blocks 80 mm thick M 30 grade in Road/footpath etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of 6 mm metal, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of approved color design and pattern
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)
HAREESH KUMAR V K (BID ID -2403790)
SHIJUL RAJ V K (BID ID -2405165)
KV Koyamoideen kutty (BID ID -2408211)
Bidder Name
SHIJUL RAJ V K
HAREESH KUMAR V K
KV Koyamoideen kutty
Ramsheer
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