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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical SANAJARIA PATTAMUNDAI KENDRAPARA PIN 754216 | PATTAMUNDAI | KENDRAPARA | ODISHA | 754216 | Admitted-Fee/PreQual/Technical |
Tender Value
₹4.3 Cr
EMD Value
₹4.3 L
Closing Date
23 Sept 2026, 5:00 pmClosed
CCE,KIP,Basudevpur
Office of CCE,KIP,Basudevpur
Construction of Missing Links of Phulakanlei Distributary from RD 00 to 10560m including structures ( i.e.Addl. VRB, ODRB and Trough) off taking at RD 6870m of Tail distributary of Kanupur Irrigation Project
2026_KPRIP_140530_1
CCE,KIP(KCD-II)-10/2026-27
National Competitive Bid
Civil Works - Canal
Percentage
180 days
Kanupur Canal Division-II, Rimuli
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹4.3 L
Yes
24 Sept 2026
9 Sept 2026
24 Sept 2026
9 Sept 2026
23 Sept 2026
9 Sept 2026
9 Sept 2026 - 23 Sept 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 | Clearing shrub jungles uprooting stumps of trees and trees below 1.00M girth on pre measurement and as per the direction of Engineer-in-charge. | 25,650 | 100 Sqm | 27.2 | ₹6,97,680 |
| 2 | Triangular or square section of 0.15m trench cutting for alignment and demarcation purpose of dug belling 10cm to 15cm. | 5,985 | RM | 9 | ₹53,865 |
| 3 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stony all kinds of soil including stony earth, gravel, moorum, etc. interspread with boulders up to 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per specification as directed by the Engineer-in-charge within an initial lead of 1 km.from the place of excavation, etc. complete. | 21,172 | Cum | 81.9 | ₹17,33,986.8 |
| 4 | Excavation, loading and carriage by mechanical means in D.I rock laterite and soft rock not requiring blasting inter spread with boulder up to 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per specification and as directed by the Engineer-in-charge within an initial lead of 1 km.from the place of excavation, etc. complete. | 13,409 | Cum | 104.8 | ₹14,05,263.2 |
| 5 | Excavation of Foundation in hard rock (Granite) removed by Chiselling including dressing and levelling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per the specification approved by the department. | 706 | Cum | 3,113.94 | ₹21,98,441.64 |
| 6 | The useful excavated earth to be utilised from the cutting reaches of the canal for filling including spreading charges and royalty, cess etc. complete as per the direction of Engineer-in-Charge. | 7,714 | Cum | 122.5 | ₹9,44,965 |
| 7 | Excavation of foundation in all kinds of soil including stoney earth, gravel, moorum etc. by mechanical means including, unloading and carriage within 1 km lead, lift/ delifts etc and depositing the excavated materials away from the work site as per specification and as per the direction of the Engineer-in-Charge | 5,827.79 | Cum | 81.9 | ₹4,77,296 |
| 8 | Excavation of foundation in D.I.rock, laterite and soft rock not requiring blasting etc. including stoney earth, gravel, moorum etc. by mechanical means including, unloading and carriage within 1 km lead, lift/ delifts etc and depositing the excavated materials away from the work site as per specification and as per the direction of the Engineer-in-Charge | 1,707.63 | Cum | 104.8 | ₹1,78,959.62 |
| 9 | Filling foundation and plinth with sand, watered and rammed with cost, carriage and royalty of all materials and labour etc. complete as per the direction of the Engineer-in-charge. | 400.28 | Cum | 732.17 | ₹2,93,073.01 |
| 10 | Filling foundation and plinth with excavated material including watering and ramming etc. complete as per the direction of the Engineer-in-charge. | 1,929.25 | Cum | 173 | ₹3,33,760.25 |
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