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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC KANNADIKKUZHI HOUSE RAMANATTUKARA VAZHAYUR EAST PO | ₹3.1 L | L1 | Accepted-AOC LOWEST BIDER |
| 2 | Rejected-Technical | - | - | Rejected-Technical SECOND LOWEST BIDDER |
| 3 | Rejected-Technical NISARI NALLUR FEROKE P O CALICUT 673 631 | KOZHIKODE | KERALA | 673631 | - | - | Rejected-Technical fourth lowest bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical THIRD LOWEST |
| 5 | Rejected-Technical | - | - | Rejected-Technical FIFTH LOWEST BIDDER |
| Sl No | Description | Qty | Unit | MA Associates L3 | HAREESH KUMAR V K L1 | SHILESH.T L5 | AKIL NASIM M L2 | ANJAL.P L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00road | ||||||||
| 1.00 | OD372040/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ central verge, including
removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which
payment shall be made separately and stacking of serviceable material within 50 metre lead as
per direction of Engineer-in-Charge od based on 16.83 | 93.4 | 1 sqm | 118.64 ₹11,080.98 | 125 ₹11,675 | 150 ₹14,010 | 116.28 ₹10,860.55 Lowest | 120 ₹11,208 |
| 1.00 | OD373387/2025-2026:Earthwork excavation by mechanical means(Hydraulic excavator)/Manual means in foundation
trenches, Structures, and drains including dressing of sides and ramming of bottoms, lift up to
1.50 m, including getting out the soil and disposal of surplus excavated soil as directed, within a
lead of 50m-all kinds of soil . | 26.7 | cum | 313.27 ₹8,364.31 | 250 ₹6,675 Lowest | 344.22 ₹9,190.67 | 307.04 ₹8,197.97 | 320 ₹8,544 |
| 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. | 22.62 | cum | 2,078.03 ₹47,005.04 | 2,000 ₹45,240 Lowest | 2,283.3 ₹51,648.25 | 2,036.7 ₹46,070.15 | 2,282 ₹51,618.84 |
| 1.00 | OD372105/2025-2026: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 | 208.8 | sqm | 1,081.44 ₹2,25,804.67 | 1,065 ₹2,22,372 | 1,188.27 ₹2,48,110.78 | 1,059.93 ₹2,21,313.38 Lowest | 1,186 ₹2,47,636.8 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.8 | cum | 7,986.78 ₹22,378.96 | 7,400 ₹20,734.8 Lowest | 8,800.72 ₹24,659.62 | 7,827.94 ₹21,933.89 | 8,770 ₹24,573.54 |
Tender Value
₹3.5 L
EMD Value
₹8,643
Closing Date
28 Feb 2026, 6:00 pmClosed
Assistant Engineer
LID EW,FEROKE MUNCIPALITY
KaarayiPadi Road Interlock
2026_LSGD_838701_4
AE/LIDEW/FRK/2025-26/16
Open Tender
Civil Works - Roads
Item Rate
Feroke Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹765
Yes
₹8,643
Yes
12 Jun 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
OD372040/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge od based on 16.83
OD373387/2025-2026:Earthwork excavation by mechanical means(Hydraulic excavator)/Manual means in foundation trenches, Structures, and drains including dressing of sides and ramming of bottoms, lift up to 1.50 m, including getting out the soil and disposal of surplus excavated soil as directed, within a lead of 50m-all kinds of soil .
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.
OD372105/2025-2026: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:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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