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Tender ID
Tender Value
₹3.4 L
EMD Value
₹8,469
Closing Date
2 Jun 2026, 5:00 pmClosed
AE CHELORA
AE CHELORA KANNUR CORPORATION CHELORA ZONAL
Annual Plan-PR NO-153/25-26-ANNUL PLAN 2025-26 KANNUR CORPORATION CHELORA ZONEL DIVI-19 CULVERT CONSTUCTION AND TARRING IN VELLUVAKANDI ROAD-General
2026_LSGD_852956_16
AE/LIDEW/CH/04/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KANNUR CORPORATION CHELORA ZONAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,469
Yes
26 May 2026
26 May 2026
4 Jun 2026
26 May 2026
2 Jun 2026
26 May 2026
26 May 2026 - 2 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CULVERT | |||||
| 1.001 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 1 | cum | - | - |
| 1.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.004 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25 | 1 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | 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) | - | cum | - | - |
| 2tarring | |||||
| 2.001 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | - | cum | - | - |
| 2.002 | 4.1.A.1: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 1 | cum | - | - |
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