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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-Finance | ₹8.7 L | L1 | Accepted-Finance Qualified For transparent lottery system. |
| 2 | L1₹8.7 LAccepted-Finance | ₹8.7 L | L1 | Accepted-Finance Qualified For transparent lottery system. |
| 3 | L1₹8.7 LAccepted-Finance | ₹8.7 L | L1 | Accepted-Finance Qualified For transparent lottery system. |
| 4 | L1₹8.7 LAccepted-Finance | ₹8.7 L | L1 | Accepted-Finance Qualified For transparent lottery system. |
| 5 | L1₹8.7 LAccepted-Finance | ₹8.7 L | L1 | Accepted-Finance Qualified For transparent lottery system. |
Tender Value
₹8.7 L
EMD Value
₹8,700
Closing Date
30 May 2026, 5:00 pmClosed
SE UKIDIVN, Borigumma,Dist-Koraput
Office of the Superintending Engineer, U.K.I.Division,Borigumma, Dist- Koraput, PIN 764056
CANAL STRUCTURAL WORK
2026_UPIDB_129404_1
SEUKID-01/2026-27 (SL15)
Open Tender
Civil Works - Canal
60 days
BORIGUMMA
AS PER DTCN
3 documents required · 3 mandatory
₹4,000
₹8,700
Yes
9 Jun 2026
20 May 2026
1 Jun 2026
20 May 2026
30 May 2026
20 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 | Earthwork in excavation of foundation in all kinds of soil with all leads ,lifts and delifts including rough dressing & leveling the bed and depositing the excavated materials away from the work site including breaking the clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.30m in depth with all labour, T&P & cess etc complete as per the specification & direction of Engineer-in-charge | - | Cum | 282.9 | - |
| 2 | Filling in foundation and plinth with sand watered and rammed with all lead, lift and de-lifts etc including cost conveyance ,royalty & all taxes of materials etc. complete as per the direction of the Engineer-in-charge | - | Cum | 633.5 | - |
| 3 | Providing cement concrete of M-15 grade using 40mm & down graded with crushed granite coarse aggregate from approved quarry and of approved quality free from weathered skin & foreign materials mixing them properly using concrete mixer including laying in position and compacting by vibrators with all cost, conveyance, royalty& taxes of all materials with all leads, lifts, delifts including watering and curing , labour charges , cess & all T&P materials etc complete as per specification & as directed by the Engineer-In-charge. | 1 | Cum | 5,463.1 | ₹5,457.64 |
| 4 | Supplying,fitting and placing uncoated HYSD bar reinforcement including labour for cutting ,bending,binding, strengthening and tying the grills & placing in position and all other necessary operation with all cost ,conveyance, taxes of all materials, cost of binding wire 18 to 20 gauge, all labour , T&P, cess with all leads, lifts & delifts etc complete as per the drawing ,specification & direction of Engineer-in-charge.(For skin reinforcement) | - | Qntl | 9,581.1 | - |
| 5 | Rigid & smooth centering & shuttering for R.C.C/P.C.C works including false work and dismantling them after specified period of casting including removing the debries clear & away from work site including cost of all materials, conveyance, all taxes with all leads, lifts & delifts, labour charges, labour cess, all T&P materials and all costs incidental to the work etc complete as per specification & direction of the Engineer -In- charge. | 1 | Sqm | 249.8 | ₹249.55 |
| 6 | Providing RCC work of M-20 grade with 20mm and down graded with crushed granite coarse aggregate from approved quarry and of approved quality free from weathered skin & foreign materials mixing them properly using concrete mixer including laying in position and compacting by vibrators with all cost, conveyance, royalty& taxes of all materials with all leads, lifts, delifts including watering and curing , labour charges , cess & all T&P materials etc complete as per specification & as directed by the Engineer-In-charge. | 1 | Cum | 6,204.1 | ₹6,197.9 |
| 7 | Filling in foundation and plinth with previous excavated earth in layers not exceeding 22.5 cm thick including watering and ramming with all lead, lift and de-lifts etc. complete as per the direction of the Engineer-in-charge | - | Cum | 117 | - |
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