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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.6 LAccepted-AOC AT BHEUNRIA DIST BARGARH PO BHEUNRIA PIN 768036 | BHEUNRIA | BARGARH | ODISHA | 768036 | ₹44.6 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹50.5 LRejected-Finance AMAN SRIVASTAVA ODISHA | KHORDHA | ODISHA | 752034 | ₹50.5 L | L2 | Rejected-Finance Not Qualified |
| 3 | L3₹51.6 LRejected-Finance | ₹51.6 L | L3 | Rejected-Finance Not Qualified |
| 4 | L4₹54.2 LRejected-Finance AT SALDIHI P O GUTHUGUDA PS JHARBANDHA DIST BARGARH | BARGARH | ODISHA | ₹54.2 L | L4 | Rejected-Finance Not Qualified |
| 5 | L5₹56.7 LRejected-Finance | ₹56.7 L | L5 | Rejected-Finance Not Qualified |
Tender Value
₹74.2 L
EMD Value
₹74,500
Closing Date
3 Feb 2026, 5:00 pmClosed
O/o The Superintending Engineer, MI Division, Pada
O/o The Superintending Engineer, MI Division, Padampur, Dist-Bargarh, Pin-768036
Construction Of Baghapia in Stream Storage Check Dam (Low Height Check Dam) Over Local Nalla, Near Village Bilaspur In Jharbandh Block Of Bargarh District under MATY-3.0 for the year 2025-26
2026_CEMIB_124927_5
SEMIPDP_06_2526
Open Tender
Civil Works - Others
150 days
Vil-Bilaspur, Block-Jharbandh
As per DTCN
3 documents required · 3 mandatory
₹10,000
₹74,500
Yes
22 May 2026
22 Jan 2026
4 Feb 2026
22 Jan 2026
3 Feb 2026
22 Jan 2026
Earth work in foundation in hard soil or gravel soil in embankment, roads etc.within 50m initial lead and one extra lift over 1.5m initial lift including rough dressing and beaking clods to mamimum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-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.
R.C.C. M20 grade with crushed granite coarse aggregate of 20 mm down graded 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 tying of HYSD steel rod of approved specification laying the grills as per approved design & placing in position including cost,conveyance and other taxes complete in all respect including all leads and lifts from bending yard to placement spot wit supplying of labour and T&P required binding wire 18 to 20 gauge for the work etc complete .( Weight of binding wire will not be considered for payment purpose.)
Rigid & smooth steel centering & shuttering for concrete works and dismantling then after casting including cost of materials complete (For foundation & Plinth)
Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge.
Earth work in stoney earth and gravels mixed with stone and boulder not exceeding 0.014 cum in volume within 50 m initial lead and 1.5 m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per specification approved by the department.
Fixing 25mm dia anchor bars in foundation rock including 35mm dia hokes, fixing wedged anchors & grouting with cement mortar (1:4) complete as per the direction of E.I.C.
Providing pressure release pipe and weep holes in plain Reinforced concrete Abutment , Wing,/return wall with 100mm diametre UPVC Pipe,extending through the full width of the structure with slope of 1V:20H towards drawing force. Complete complete in all respect as directed by the Engineer-in-Charge
Rough stone dry packing in approns and revetments to all heights with hard stone 30 Cm and above size including spalls for filling and wedging with cost, conveyance, royalty and other taxes of all materials required for the work and finished to proper slope and level complete in all respect as directed by the Engineer-in-Charge.
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