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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
₹1.3 L
EMD Value
₹3,167
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-Milma Road Maintenance in Chakkupallam GP (244/26-27)-CHPM
2026_LSGD_879188_13
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
₹555
₹3,167
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 Tarring | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 75 | sqm | - | - |
| 1.002 | OD242858/2026-2027:Providing and laying 80mm thick factory made cement concrete interlocking paver
block of M30 grade made by block making machine with strong vibratory compaction, of
approved size design & shape, laid in required colour and pattern over and including
50mm thick compacted bed of 6mm metal all complete as per the direction of Engineer - incharge
for medium traffic areas" | 75 | 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) | 2.86 | cum | - | - |
| 1.004 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 5.63 | cum | - | - |
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