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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹95.7 LAccepted-AOC AT PO POSUDA ODISHA PIN 757102 | POSUDA | MAYURBHANJ | ODISHA | 757102 | ₹95.7 L | 1 | Accepted-AOC QUALIFIED |
| 2 | 1₹95.7 LRejected-AOC AT DIHABALARAMPUR PO KARILOPATNA PS PATKURA DIST KENDRAPARA PIN 754223 | KENDRAPARA | ODISHA | 754223 | ₹95.7 L | 1 | Rejected-AOC DIS QUALIFIED |
| 3 | 1₹95.7 LRejected-AOC | ₹95.7 L | 1 | Rejected-AOC DIS QUALIFIED |
| 4 | 1₹95.7 LRejected-AOC AT MAHULPALI PS TUREIKELA DIST BOLANGIR | BALANGIR | ODISHA | 767001 | ₹95.7 L | 1 | Rejected-AOC DIS QUALIFIED |
| 5 | 1₹95.7 LRejected-AOC | ₹95.7 L | 1 | Rejected-AOC DIS QUALIFIED |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
29 Dec 2025, 5:00 pmClosed
Addl. Chief Engineer, EMIC, Keonjhar
Addl. Chief Engineer, EMIC, Keonjhar
Construction of Arjunchua Check Dam over Baghira Nallah in Harichandanpur Block of Keonjhar District under MATY Scheme for the year 2025-26.
2025_CEMIB_123459_1
BID IDENTIFICATION NO- Addl. C.E EMIC No.- 05/EMIC/2025-26
National Competitive Bid
Civil Works - Others
180 days
Harichandanpur Block of Keonjhar District
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.1 L
Yes
12 Mar 2026
18 Dec 2025
30 Dec 2025
18 Dec 2025
29 Dec 2025
18 Dec 2025
Clearing shrub jungles including uprooting tank vegetation, grass bushes, shrubs, saplings and trees of girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviciable material and stacking of serviceable materials including removal & disposal the debris clear outside the periphery with supply of all equipments ,labour T & P for the work and all taxes as per prevailing norm etc. complete as directed by the Engineer-in-Charge.
Excavation, loading, unloading and carrige by mechanical means of all kinds of soil including moorum, stoney earth, gravel etc. interspread with boulders up to 1/2 cum in 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 the specification and as directed by the Engineering-in-charge.
Excavation ,loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth , gravel and moorum etc interspread with boulders upto 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 site as per the specification and as directed by the E.I.C within an initial lead of 1 km from the place of excavation complete.
Excavation ,loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth , gravel and moorum etc interspread with boulders upto 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 site as per the specification and as directed by the E.I.C within an initial lead of 1 km from the place of excavation complete.
CC M-15 grade (As per design mix) with crushed granite coarse aggregate of size 20 mm and downgraded 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 ensuring quality control aspects and in layers not exceeding 0.15m in depth finishing the exposed surface smooth including watering, curing for required period with cost, conveyance, royalty and other taxes of all materials supplying all labour and T&P materials required for this item etc. complete in all respect as directed by Engineer-in-charge.
RCC M-20 grade (As per design mix) with crushed granite coarse aggregate of size 20 mm and downgraded 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 ensuring quality control aspects and in layers not exceeding 0.15m in depth finishing the exposed surface smooth including watering, curing for required period with cost, conveyance, royalty and other taxes of all materials supplying all labour and T&P materials required for this item etc. complete in all respect as directed by Engineer-in-charge.
Supplying, straightening, cutting, bending, binding and tying the grills and placing in position for fabrication and fixing of reinforcement including lapping where necessary including cost conveyance & supply of binding wire with all leads, lifts from bending yard to placement spot with cost & conveyance and all taxes of steel bars of any reinforcement supplying all labour and T & P required for the work etc. complete in all respect as directed by the Engineer-in-charge.
Rigid smooth centering and shuttering for cement concrete work and dismentaling them after casting and removing the debries away from work site with cost, carriage, royality.etc. complete as direct by the
Rigid smooth centering and shuttering for cement concrete work and dismentaling them after casting and removing the debries away from work site with cost, carriage, royality.etc. complete as direct by the
Filling the gaps of foundation and plinth with excavated earth with all leads and lifts including breaking clods to maximum 5cm.to 7cm.in size and watering and ramming etc. complete in all respect as directed by the Engineer in-charge.
Providing fitting and fixing of weep holes in abutments and wing walls concrete apron as per approved design and specification including cost, conveyance, all taxes of all materials and supply of all labour and T & P required for the work etc. complete in all respect as directed by the Engineer-in-charge.
Rough stone dry packing in approns and revetments to all heights and thickness using hard stone of 30 Cm and above size weighing 140 Lbs/Cft and above of approved quality free from weathered skin including filling interstices with small stones by edging and hammering to proper slope and level with cost, conveyance, royalty and other taxes of all materials labour & T&P materials required for the item completely as directed by t he Engineer-in-charge. (1/6th volume to be deducted towards voids.)
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