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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance | -27.69% | ₹2.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.8 Cr+₹6.5 L (2.35%)Admitted-Finance AT BARIMAL PO HATIBARI PS SUKINDA DIST JAJPUR PIN 755018 | JAJAPUR | ODISHA | 755018 | -25.99% | ₹2.8 Cr+₹6.5 L (2.35%) | L2 | Admitted-Finance |
| 3 | L3₹2.9 Cr+₹14.1 L (5.12%)Admitted-Finance | -23.99% | ₹2.9 Cr+₹14.1 L (5.12%) | L3 | Admitted-Finance |
| 4 | L4₹3.1 Cr+₹29.4 L (10.6%)Admitted-Finance | -19.99% | ₹3.1 Cr+₹29.4 L (10.6%) | L4 | Admitted-Finance |
| 5 | L4₹3.1 Cr+₹29.4 L (10.6%)Admitted-Finance AT WARD NO 05 NEAR NAMDA GOPAL SWEET STALL P O ARUNODAYA MARKET P S BADAMBADI DIST CUTTACK PIN 753012 | CUTTACK | ODISHA | 753012 | -19.99% | ₹3.1 Cr+₹29.4 L (10.6%) | L4 | Admitted-Finance |
Tender Value
₹3.8 Cr
EMD Value
₹3.8 L
Closing Date
22 Jun 2026, 5:30 pmClosed
Additional Chief Engineer
ACE,JICA Project Circle,Sukinda
Construction of field channel work in Kantira Minor , Mrudanga Minor and Mrudanga Sub-Minor under Rengali Left Bank Canal System in Irrigation Block-C
2026_JICA_131171_6
ACE JPC-01/2026-27
National Competitive Bid
Civil Works - Canal
Percentage
365 days
Sukinda
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹3.8 L
Yes
23 Jul 2026
8 Jun 2026
23 Jun 2026
8 Jun 2026
22 Jun 2026
8 Jun 2026
8 Jun 2026 - 18 Jun 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 | Triangluar or square section of 0.15m. Deep Trench cutting for alignment & demarcation purpose including measuring & marking lines with all labour & T & P including cost of cess, etc. complete as directed by Engineer-in-Charge. | - | Rmt | - | - |
| 2 | Excavation of foundation in hard soil and gravelly soil including dressing and leveling the bed and disposing the excavated soil within initial lead of 50m. and initial lift of 1.5m. as per the specification approved by the department. | 0.2 | cum | 1 | ₹0.2 |
| 3 | C.C. (1:2:4) with 40mm and downgrade crusher broken hard granite coarse aggregates including cost of all materials, taxes, carriage, royalty, machineries and labour etc. complete as per the direction of Engineer-in-Charge. | 0.4 | Cum | 1 | ₹0.4 |
| 4 | C.C. M15 with 20mm and downgrade crusher broken hard granite coarse aggregates including cost of all materials, taxes, carriage, royalty, machineries and labour etc. complete as per the direction of Engineer-in-Charge. | - | Cum | - | - |
| 5 | Providing formwork for concrete with F1 finish for all permanently exposed surfaces not prominently exposed to public view such as in galleries, adits, bridges, retaining walls, open spillways etc. with steel shutters including supply of rigid tie and supports with all labour, materials and T & P complete including finishing complete as directed by the Engineer-in-Charge (abrupt surface irregularities over 5mm and gradual over 10mm measured with 1.5m template is not permitted). | 1 | Sqm | - | - |
| 6 | Filling Foundation & Plinth with excavated earth including watering and ramming to proper section as per the direction of the Engineer-in-Charge. | - | cum | 1 | - |
| 7 | Cost, conveyance, laying & fixing of hume pipe of 300mm dia NP2 Class complete in all respects as per direction of Engineer-in-Charge. | - | Rmt | 1 | - |
| 8 | Cost, conveyance, laying & fixing of 110mm nominal dia UPVC pipe conforming to IS;4985-2000(Class-1,.25 mpa,2.0 mm average wall thickness, 0.889kg/m weight) in concrete turnouts, complete in all respects as per direction of Engineer-in-Charge. | 1 | Rmt | - | - |
| 9 | Earth work in hard soil or gravelly soil with initial lead of 50m and initial lift of 1.5m including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-Charge. | - | cum | - | - |
| 10 | Fine dressing of bunds within initial lead of 50m & lift 1.5m and as per the direction of Engineer-in-Charge. | 0.2 | Sqm | - | - |
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