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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC KAVILUMPARA PO KOZHIKODE PIN 673513 | KOZHIKODE | KOZHIKODE | KERALA | 673513 | L1 | Accepted-AOC ACCEPT |
| Sl No | Description | Qty | Unit | Sibi L1 |
|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 47.44 | cum | 409.13 ₹19,408.31 Lowest |
| 1.00 | OD366072/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers , complete as per Technical Specification Clause 401. <br> (i) For Grading I Material (without roller) | 18.98 | cum | 2,914.06 ₹55,294.29 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) | 28.46 | cum | 8,862.78 ₹2,52,261.31 Lowest |
Tender Value
₹3.3 L
EMD Value
₹8,233
Closing Date
23 Feb 2026, 1:00 pmClosed
ASSISTANT ENGINEER
KAVILUMPARA GP
RETENDER KAVILUMPARA GP PROJECT NO.163/26 CHATHANKOTTUNADA CONVENT PADI VALLUVANKUNNU ROAD IMPROVEMENTS IN WARD 5
2026_LSGD_827463_14
05/2025/AE/LIDEW/KVRA/PHASE
Open Tender
Civil Works - Roads
Item Rate
THOTTILPALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹730
Yes
₹8,233
Yes
19 May 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
ROAD CONCRETE
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD366072/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers , complete as per Technical Specification Clause 401. <br> (i) For Grading I Material (without roller)
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)
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