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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L-1 | Accepted-AOC Awarded through Lottery |
| 2 | L-1₹1.1 CrRejected-AOC | ₹1.1 Cr | L-1 | Rejected-AOC Not qualified |
| 3 | L-1₹1.1 CrRejected-AOC | ₹1.1 Cr | L-1 | Rejected-AOC Not qualified |
| 4 | L-1₹1.1 CrRejected-AOC AT PO ROHIBANKA VIA ODAGAON DIST NAYAGARH | ROHIBANKA | NAYAGARH | ODISHA | ₹1.1 Cr | L-1 | Rejected-AOC Not qualified |
| 5 | L-1₹1.1 CrRejected-AOC | ₹1.1 Cr | L-1 | Rejected-AOC Not qualified |
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
29 Dec 2025, 5:30 pmClosed
Addl. Chief Engineer, Phulbani M.I. Circl
O/o Addl. Chief Engineer, Phulbani M.I. Circle, Phulbani, Near Panchayat Bhawan, Phulbani
Improvement to Distribution system of Katari MIP in K.Nuagaon Block of Kandhamal District under CAPEX Lining for 2025_26
2025_CEMIB_123416_9
BID ID.NO. ACEPMIC_01/2025-26
National Competitive Bid
Civil Works - Others
90 days
Phulbani
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.3 L
Yes
28 Feb 2026
18 Dec 2025
30 Dec 2025
18 Dec 2025
29 Dec 2025
18 Dec 2025
Clearing shrub jungles including uprooting stumps and small bushes and trees below 1m. girth based on pre-measurement including clearing the debris and depositing the same clear of work site with all leads & lifts including supply of all labour etc. complete in all respect as directed by the Engineer in charge.
Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc. inter-spread with boulders up to ½ cum. Size with all lifts and de-lifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge with all leads from the place of excavation complete in all respect as directed by the Engineer in charge. (Foundation)
Filling of foundation and plinth in sand with all leads and lifts, delfts including watering and ramming in layers complete in all respect etc. completed as directed by the Engineer in charge.
Cement Concrete (M 15) with 20 mm down grade crusher broken hard granite chips quarried & free from weathered skin of approved quality mixing by concrete mixer including hoisting, lowering and laying concrete in position to proper slope and level and compacting by Vibrator in layers not exceeding 0.15m in depth finishing the exposed surface smooth including watering, curing for required period including cost, conveyance, royalty and other taxes of all materials labour, T&P materials required for this item complete as directed by Engineer-in-charge.
Rainforced Cement concrete in (M 20) with 20 mm down grade hand broken hard granite chips quarried & free from weathered skin of approved quality mixing by concrete mixer including hoisting, lowering and laying concrete in position to proper slope and level and compacting by Vibrator in layers not exceeding 0.15m in depth finishing the exposed surface smooth including watering, curing for required period including cost, conveyance, royalty and other taxes of all materials labour, T&P materials required for this item complete as directed by Engineer-in-charge.
Providing & removing rigid smooth centering & shuttering for R.C.C./ C.C works including false work including cost, conveyance, royalty & other taxes of all materials required for the work complete in all respect and dismantling the same after casting and proper curing including depositing the debris clear of work site with all leads & lifts delfts including supply of all labour and T & P required for the items etc. complete in all respect as directed by Engineer in charge.
Supplying, straightening, cutting, bending, binding and tying the HYSD bars and placing in position as reinforcement and anchoring including lapping where necessary, cost of HYSD bars & binding wire with all leads, lifts for bending yard to placement point including cost, conveyance, labour, T&P & all taxes required for this item etc. complete as directed by the Engineer-in-charge.
Filling of foundation with the excavated earth with all leads and lifts, delfts including watering and ramming in layers complete in all respect etc. completed as directed by the Engineer in charge.
Ramming rolling with light H.R.R in embankment in layers not exceeding 0.30m in depth including running and hire charges of H.R.R. with all labour and T&P charges for the item etc. complete in all respect as directed by the Engineer-in-charge
Earth work in hard or gravely soil with all leads and lifts, delfts and depth of cutting to proper slope and level including rough dressing and breaking the clods to maximum 0.30 cm (1’) in depth and depositing the excavated earth on bank to proper embankment and profile with all leads and lifts labour and depositing the balance spoil away from work site with all leads and lifts as directed by the Engineer in charge .
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