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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.5 LAdmitted-Fee/PreQual/Technical/Finance | -22.00% | ₹14.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹14.6 L+₹12,995.02 (0.90%)Admitted-Fee/PreQual/Technical/Finance NOT AVAILABLE | -21.30% | ₹14.6 L+₹12,995.02 (0.90%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹14.7 L+₹18,564.31 (1.28%)Admitted-Fee/PreQual/Technical/Finance AT HARIPUR PO KHADIANGA P S BADACHANA DIST JAJPUR | JAJPUR | ODISHA | -21.00% | ₹14.7 L+₹18,564.31 (1.28%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹15.8 L+₹1.3 L (8.99%)Admitted-Fee/PreQual/Technical/Finance AT NARANPARA PO CHANDOL PS KENDRAPARA SADAR DIST KENDRAPARA PIN 754208 | KENDRAPARA | ODISHA | 754208 | -14.99% | ₹15.8 L+₹1.3 L (8.99%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹18.6 L
EMD Value
₹18,600
Closing Date
3 Sept 2026, 5:30 pmClosed
SUPERINTENDING ENGINEER, MND-I, JAGATPUR
SUPERINTENDING ENGINEER, MND-I, JAGATPUR
Construction of canal crossing near RD 4.700 Km on K.B Canal for the year 2026-27
2026_CELBB_139492_10
MND-03 OF 2026-27
National Competitive Bid
Civil Works - Others
Percentage
90 days
NAGESHPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹18,600
Yes
8 Sept 2026
25 Aug 2026
5 Sept 2026
25 Aug 2026
3 Sept 2026
25 Aug 2026
25 Aug 2026 - 31 Aug 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 | Earth work in excavation in foundation in all kind of soil with 0 extra lead and 0 extra lift over initial lead of 50M. and initial lift of 1.5M. including dressing and levelling the bed and sides and depositing the excavated earth away from work site etc complete per direction of the Engineer-in-charge | 103.74 | 100 Cum | 21,052 | ₹21,83,934.48 |
| 2 | Filling in foundation and plinth with sand well watered and rammed including cost, carriage and royalty,DMF, EMF, Addl. Charges, of sand etc. Complete as per direction of the Engineer-in-charge. | 26.39 | One Cum | 554.6 | ₹14,635.89 |
| 3 | P.C.C work of M-15 grade with 20mm and downgraded black hard granite (crusher broken) stone chips including hoisting and laying etc with all labour, material, T&P, royalty,DMF, EMF, Addl. Charges, taxes and CESS etc. complete as per specification and direction of the Engineer-in-charge. | 35.49 | One Cum | 6,711.2 | ₹2,38,180.49 |
| 4 | R.C.C work of M-25 grade with 20mm and downgraded black hard granite (crusher broken) stone chips including hoisting and laying including cost,carriage,royality, DMF, EMF, Addl. Charges,and taxes of all materials etc complete as per direction of the Engineer-in-charge. | 78.24 | One Cum | 7,732.7 | ₹6,05,006.45 |
| 5 | R.C.C work of M-20 grade with 20mm size hard granite (Crusher broken) stone chips including hoisting and laying including cost,carriage,royality, DMF, EMF, Addl. Charges,and taxes of all materials etc complete as per direction of the Engineer-in-charge. | 7.13 | One Cum | 7,268.9 | ₹51,827.26 |
| 6 | Rigid and smooth centring and shuttering for R.C.C. works including false work and dismantling the same after casting including cost and carriage of all labour etc complete in as per direction of the Engineer-in-charge.
a) Foundation & Plinth | 103.42 | One Sqm | 251 | ₹25,958.42 |
| 7 | b) Walls and fins | 225.32 | One Sqm | 1,091.1 | ₹2,45,846.65 |
| 8 | Supplying, fitting, fixing and placing uncoated HYSD bar reinforcement including 5 percent wastage including cost, carriage,cess & all other taxes of HYSD bar binding wire etc. complete as per drawing specification and direction of the Engineer-in-charge. | 72.5 | One Qntl | 8,953 | ₹6,49,092.5 |
| 9 | Filling foundation and plinth with excavated materials including watering & rammed with all labour, T&P , taxes and Cess etc complete as per direction of the Engineer-in-charge. | 34.58 | 100 Cum | 11,695.5 | ₹4,04,430.39 |
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