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Tender ID
Tender Value
₹6.8 L
EMD Value
₹6,780
Closing Date
30 May 2026, 4:00 pmClosed
Executive Officer
Jeypore Municipality
As per DTCN
2026_ORULB_129080_23
JM-TCN01/2026-27
Open Tender
Civil Works - Others
Percentage
30 days
Jeypore
As per DTCN
2 documents required · 2 mandatory
₹4,000
₹6,780
Yes
12 May 2026
12 May 2026
2 Jun 2026
12 May 2026
30 May 2026
12 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Earth work in ordinary soil within 50m, initial lead and 1.5m, initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge. | - | Cum | - | - |
| 2 | For dispose the excavated earth2/3 is to transport In SR 2022 in rate conveyance of material the rubbish for 5KM is = Rs.276.01 | - | Cum | 1 | - |
| 3 | Labour for soling road surface with soling stones including filling the interstices with earth and rolling with hand road roller but excluding cost and conveyance of soling stones. | - | Cum | 1 | - |
| 4Cost of Soling stone | |||||
| 5 | Cost of Dust | 1 | Cum | - | - |
| 6 | Cement concrete (1:3:6) with 4cm size hard granite metal per one cum. (P-43/3) | 1 | Cum | 1 | ₹1 |
| 7 | Labour for laying sub-base in layers not exceeding 100mm watering and compacting to the required density in O.M.C with PRR but excluding cost and conveyance. | 1 | Cum | - | - |
| 8 | Cost of Dust | 1 | Cum | - | - |
| 9 | Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP-63:2018. (SR-2022 Page - 233/25.17.2) Rate per 1 Sqm | - | sqm | 1 | - |
| 10Earth work in oridinary soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge | |||||
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