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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance AT MAHICHALA PO PS JUANAGARH DIST KALAHANDI | KALAHANDI | ODISHA | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹37.5 L
EMD Value
₹37,460
Closing Date
12 May 2026, 5:00 pmClosed
Superintending Engineer
O/o SE, U.I. LCD -I, Kusumkhunti, Dist-Kalahandi Pin-766019
Renovation of Left Wing wall (U/S Side) of Aqueduct at RD 10800m of Left Main Canal
2026_CEUIP_128525_1
SE, UILCD-I , 01(20-20)/ 2026-27
Open Tender
Civil Works - Canal
Percentage
240 days
KUSUMKHUNTI
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹37,460
Yes
20 Aug 2026
28 Apr 2026
13 May 2026
28 Apr 2026
12 May 2026
28 Apr 2026
28 Apr 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 | Excavation of Foundation in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm in size and laying in layers not exceeding 0.3m in depth etc. complete as per direction of the Engineer-in-charge. | 482.87 | Cum | 206 | ₹99,471.22 |
| - | RR hard granite stone masonary in clay or sand or Gravel grouted in foundation and plinth, guard walls and retaining walls including cost, conveyance, royalty of all materials etc. complete as directed by the Engineer-in-charge. | - | Cum | 3,667.5 | - |
| 3 | Cement Concrete M15 grade with 20mm and down graded size H.G.C.B chips including mixing with concrete mixture including cost, conveyance, royalty and taxes of all materials, curing for required period etc. complete & as per the direction of the Engineer-in-charge. | - | Cum | 5,982.1 | - |
| - | Reinforced cement concrete M20 grade with Crusher broken granite coarse aggregate of size 20mm down graded mixed in concrete mixer including cost of all materials, machineries, labour and laying with all leads, lifts/ delifts upto 1.5m height above average ground level as per direction of Engineer-in-charge. | 1 | Cum | 6,707.7 | ₹6,700.99 |
| 5 | Supplying, fitting & placing uncoated MS bars reinforcement complete as per drawing & technical specification as per direction of Engineer-in-charge. | 1 | Qntl | 9,352.6 | ₹9,343.25 |
| - | Providing formwork for concrete with F1 finish for C.C wall, guard wall etc. with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour, materials and T&P complete as directed by Engineer-in-charge. | 1 | Sqm | 803.7 | ₹802.9 |
| 7 | Providing weep holes in abutment and wing wall with 4" size PVC including metal spall backing in rear and centering and shuttering etc. complete as per the direction of the Engineer-in-Charge. | 1 | RM | 978.3 | ₹977.32 |
| - | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification as directed by the Engineer-in- Charge.. | - | Cum | 1,948.4 | - |
| 9 | Filling F&P with excavated earth laying in layers , watering and ramming etc. complete as directed by the Engineer-in- Charge. | - | Cum | 114.5 | - |
| - | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc. inter spread with boulder upto 1/2 cum size in canal with all leads, lifts including trimming of slope and bed to design section and depositing the as directed by the Engineer in charge within a initial lead of 5km from the place of Excavation complete as directed by the Engineer-in-Charge. | - | Cum | 227.25 | - |
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