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Tender Value
₹2.5 L
EMD Value
₹6,350
Closing Date
18 Aug 2026, 5:00 pmClosed
ASSISTANT ENGINEER
LIDEW CHERUKAVU
Peringav Kalathilthodi Road concreting
2026_LSGD_864861_17
01/2026-27/AE/LIDEW/CKV
Open Tender
Civil Works - Roads
Item Rate
CHERUKAVU GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,350
Yes
17 Aug 2026
10 Aug 2026
19 Aug 2026
10 Aug 2026
18 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | OD68850/2026-2027:OD From 2.8.1. Earth work in excavation by mechanical means (Hydraulic excavator) /manual means
in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting
out the excavated soil and disposal of surplus excavated soil as directed, within a lead
of 50 m.All kinds of soil | - | cum | - | - |
| 1.002 | OD68849/2026-2027:DRY RUBBLE MASONRY with hard stone in foundation and superstructure including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.003 | OD68834/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | - | sqm | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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) | - | cum | - | - |
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