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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.6 LAccepted-AOC | ₹18.6 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹19.6 L+₹97,412.31 (5.24%)Rejected-Finance | ₹19.6 L+₹97,412.31 (5.24%) | L2 | Rejected-Finance Second Bidder |
| 3 | Rejected-Technical STADIUM BUILDING NALLUR FEROKE 673631 | FEROKE | KOZHIKODE | KERALA | 673631 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Secretary,Feroke Co-operative Labour Contract Society Ltd.No.D2855 L3 | JAISAL T L2 | NASEER M P L1 |
|---|---|---|---|---|---|---|
| 1.00CONSRUCTION OF ROAD | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1,188 | sqm | 8 ₹9,504 Lowest | 13.58 ₹16,133.04 | 12.91 ₹15,337.08 |
| 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. | 89.28 | cum | 3,200 ₹2,85,696 | 2,109.77 ₹1,88,360.27 | 2,004.74 ₹1,78,983.19 Lowest |
| 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) | 214.57 | cum | 8,100 ₹17,38,057.5 | 8,116.86 ₹17,41,675.23 | 7,712.77 ₹16,54,967.62 Lowest |
| 1.00 | OD428457/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2). | 0.9 | sqm | 8,500 ₹7,650 Lowest | 11,879.85 ₹10,691.87 | 11,289.12 ₹10,160.21 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
12 Jun 2026, 6:00 pmClosed
SUPERINTENDING ENGINEER
O/o SE, Kozhikode Corporation, Tle.0495-2365040
Please refer Tender document
2026_LSGD_854036_1
PP/EG7/2026-27/SE/11/06
Open Tender
Civil Works - Roads
Item Rate
180 days
Kozhikode Corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
24 Jun 2026
3 Jun 2026
15 Jun 2026
3 Jun 2026
12 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSRUCTION OF ROAD | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 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. | - | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | OD428457/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2). | - | sqm | - | - |
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