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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.0 LAccepted-AOC AT P O BHURSAGUDA P S SINDHEKELA DIST BALANGIR PIN 767035 | BALANGIR | ODISHA | 767035 | ₹50.0 L Quoted ₹42.3 L | L1 | Accepted-AOC Accepted |
| 2 | L1₹42.3 LRejected-Finance AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | ₹42.3 L | L1 | Rejected-Finance Rejected |
| 3 | L1₹42.3 LRejected-Finance GUDVELA | ₹42.3 L | L1 | Rejected-Finance Rejected |
| 4 | L1₹42.3 LRejected-Finance AT PO KHARIAR DIST NUAPADA | KHARIAR | NUAPADA | ODISHA | ₹42.3 L | L1 | Rejected-Finance Rejected |
| 5 | L1₹42.3 LRejected-Finance AT TULSHYAN JEWELLERS WARD NO 24 SBP | JALANDHAR | PUNJAB | 144029 | ₹42.3 L | L1 | Rejected-Finance Rejected |
Tender Value
₹49.8 L
EMD Value
₹50,000
Closing Date
5 Jan 2026, 5:00 pmClosed
S.E,M.I. Division, Balangir
O/O THE SE MI DIVISION BALANGIR
Improvement to Ainlapali MIP In Deogan Block of Balangir District Under the Scheme IDF for the year 2025 26
2025_CEMIB_123814_1
06 (BGR)/ 2025-26
Open Tender
Civil Works - Water Works
90 days
Deogan
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹50,000
Yes
19 Mar 2026
26 Dec 2025
6 Jan 2026
26 Dec 2025
5 Jan 2026
26 Dec 2025
Clearing shurb jungle and uprooting stumps and small bushes and trees of below 90cm (3ft) girth on pre-measurement and depositing the debrises clear of work site with all lead and lift complete as directed by the EIC.
Excavation of foundation to proper profile in all kinds of soil with all leads and lifts including dressing and leveling the bed to proper slope and level making it fit for laying concrete including depositing the excavated materials clear of work site with initial lead and lift of 50m & initial lift of 1.5m including dewatering from foundation if necessary complete as directed by the Engg.-in-charge.
Cement concrete M15 grade with crushed granite coarse aggregate of 20 mm down graded mixed in concrete mixture including cost of all materials ,machineries and labouer with all lead for materials upto the mixing yard and transportation of mixed concrete within initial lead of 50m and laying in dams, barrages,power house and pen stock with all lift/delift upto 1.50m height above average ground level etc. complete in all respect to proper slope & level with all cost, conveyance, royalty & other taes of all materials complete in all respect as directed by the Engineer-in-charge.
Cement concrete M20 grade with crushed granite coarse aggregate of 20 mm down grade size in concrete mixture including cost of all materials ,machineries and labouer with all lead for materials upto the mixing yard and transportation of mixed concrete within initial lead of 50m and laying in dams, barrages,power house and pen stock with all lift/delift upto 1.50m height above average ground level etc. complete in all respect to proper slope & level with all cost, conveyance, royalty & other taes of all materials complete in all respect as directed by the Engineer-in-charge.
Straightening, cutting, bending, binding and lying the grills as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge.
Rigid and smooth centering and shuttering for RCC works including false works and Dismantling them after casting including cost of materials comple as directed by the Engineer-in charge.
Excavation, loading , unloading and carriage by mechanical means of all kind 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 EIC within an initial lead of 1 km. from the place of excavation complete.
Supplying approved quality of coarse sand and laterite moorum for road work, conveying to the work site admixing the both in 40(sand):60(moorum) proportion and laying the admixture in sub base in layers not exceeding 100mm in thickness, watering and compacting to the required density with P.R.R. including hire and running etc. complte as per direction of the Engineer-In-Charge.
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