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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
₹2.5 L
EMD Value
₹6,299
Closing Date
16 Oct 2026, 4:00 pm5d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
AE LSGD
Office of the Assistant Engineer, LSGD Section Paipra
PAIPRA GP-271/2026-27-CHAPPEL PALAKKATTUTHAZHAM ROAD PUNARUDHARANAM WARD 12
2026_LSGD_875534_21
ET-01/2026-27/AE/LSGD/PPRA
Open Tender
Civil Works - Roads
Item Rate
180 days
Paipra
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
₹6,299
7 Oct 2026
7 Oct 2026
19 Oct 2026
7 Oct 2026
16 Oct 2026
7 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | 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 | 12.77 | cum | - | - |
| 1.002 | OD224757/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge. | 147.2 | 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) | 3.75 | cum | - | - |
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