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Tender Value
₹23.7 L
EMD Value
₹50,000
Closing Date
10 Oct 2026, 6:00 pm7d left
Executive Engineer
LSGD (LID and EW) Division Kannur DP
LAC-ADS-2025-26- Peravoor LAC Sri. Sunny Joseph MLA-Construction of Various in Kanichar GP-1 Chapparam Kurisumala Adivaram Kuzhiyanimattam Road,2 Mulakkalkuti Moorchilakkavu Road-General Civil Work (Re-tender)
2026_LSGD_875544_3
DB/TN/2(4-A)/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Kannur
please refer Tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
1 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
10 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Chapparam kurishumala road | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 140.94 | cum | - | - |
| 1.002 | 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) | 140.94 | cum | - | - |
| 1.003 | OD47369/2026-2027:Supplying and fitting name boards of size 75cmx45cm,made with GI plain sheets1.25mm thick(classIII) fitted with 35X35x4mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the GI sheet ,fitted 2Nos .32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete1:2:4,30cmX30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete | 1 | no | - | - |
| 2Mulakkalkuti Moorchilakkavu Road | |||||
| 2.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 69.3 | cum | - | - |
| 2.002 | 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. | 69.3 | cum | - | - |
| 2.003 | 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) | 103.95 | cum | - | - |
| 2.004 | OD47374/2026-2027:Supplying and fitting name boards of size 75cmx45cm,made with GI plain sheets1.25mm thick(classIII) fitted with 35X35x4mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the GI sheet ,fitted 2Nos .32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete1:2:4,30cmX30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete | 1 | no | - | - |
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