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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹4.2 L
EMD Value
₹10,581
Closing Date
23 Oct 2026, 1:00 pm4d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Rajimol Raju
Office of the Assistant Engineer LIDEW Section Chakkupallam Grama Panchayat
Annual Plan-CHPM 2026-2027 (PRO.NO - 121)-OTTAKATHALA - SUKUMARANPADI ROAD MAINTENANCE.
2026_LSGD_879188_5
3/AE/LIDEW/CHPM/26 27
Open Tender
Civil Works - Roads
Item Rate
180 days
Chakkupallam
PLEASE REFER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹935
₹10,581
14 Oct 2026
14 Oct 2026
24 Oct 2026
14 Oct 2026
23 Oct 2026
14 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Work | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 240 | sqm | - | - |
| 1.002 | OD233788/2026-2027:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles
in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Labour & Material observed from 55.23 of MORTH data) | 240 | sqm | - | - |
| 1.003 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 11.09 | cum | - | - |
| 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 | 18 | cum | - | - |
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