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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.2 LAccepted-Finance | ₹79.2 L | L1 | Accepted-Finance Fulfilled the eligibility criteria |
| 2 | L1₹79.2 LAccepted-Finance AT WARD NO 13 PO RAIRAKHOL DIST SAMBALPUR 768106 | SAMBALPUR | ODISHA | 768106 | ₹79.2 L | L1 | Accepted-Finance Fulfilled the eligibility criteria |
| 3 | L1₹79.2 LAccepted-Finance | ₹79.2 L | L1 | Accepted-Finance Fulfilled the eligibility criteria |
| 4 | L1₹79.2 LAccepted-Finance | ₹79.2 L | L1 | Accepted-Finance Fulfilled the eligibility criteria |
| 5 | L1₹79.2 LAccepted-Finance DHAURAPALI RAJKISHORENAGAR KISHORENAGAR ANGUL ODISHA | ANUGUL | ODISHA | 759126 | ₹79.2 L | L1 | Accepted-Finance Fulfilled the eligibility criteria |
Tender Value
₹79.2 L
EMD Value
₹79,211
Closing Date
23 Mar 2026, 5:30 pmClosed
SE, M.I.DIVISION, SAMBALPUR
At Motijharan PO B.S.S.Nagar Dist Sambalpur PIN 768001
Restoration of Main Canal of Karandijore MIP(D/W) in Rairakhol Block of Sambalpur District under MIPSP scheme for the year 2025-26.
2026_CEMIB_127148_1
SE,MID,SBP/20/2025-26
Open Tender
Civil Works - Water Works
180 days
Sambalpur
ScanCopy of Licence,GST PAN,BidCost,EMD,Afidavit,NoRelation other as per DTCN
2 documents required · 2 mandatory
₹10,000
₹79,211
Yes
9 Apr 2026
11 Mar 2026
24 Mar 2026
11 Mar 2026
23 Mar 2026
11 Mar 2026
Excavation,loading,unloading and carriage by mechanical means in all kinds of soil including stoney earth,gravel and moorum etc interspread with boulders upto 0.5cum size with all lift 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 Engineer in charge within an initial lead of 1km from the place of excavation complete.(Measurement is to be taken on finished level section.)
Dismantling brick or stone masonary work in lime or cement mortar under 3m height including stacking the useful materials for reuse and removing the debris within 50M lead as directed by the Engineer-in-charge.
Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50M lead as directed by the Engineer-in-charge.
Excavation of foundation and plinth in all kind of soil with all leads and lifts including dressing and levelling the bed to proper slope and level making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts and delifts including labour, T&P materials required for the item complete as directed by the Engineer-in-charge.
Filling foundation and plinth with sand including watering and ramming etc complete and including cost, conveyance,royalty and taxes of all materials all labour & T&P required for the work etc complete in all respect as directed by the Engineer -in- charge.
Cement concrete M15 grade with crushed granite coarse aggregate of 20mm 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, royality & other taes of all materials complete in all respect as directed by the Engineer-in-charge.
RCC M20 grade with crushed granite coarse aggregate of 20mm 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, royality & other taxes of all materials complete in all respect as directed by the Engineer-in-charge.
Straightening, cutting, bending and binding of uncoated HYSD rod for concrete works and tying the grills and placing in position for fabrication and fixing of reinforcement and lapping where necessary and all labour and T&P required for the work including supply of binding wire with all leads, lifts from bending yard to placement spot including cost of steel bar of any reinforcement complete as directed by the Engineer-in-charge.
Providing & removing rigid smooth steel centering and shuttering for R.C.C. work and dismantling them after casting with all cost, conveyance, royality and other taxes of all materials labour, T&P materials required for this item complete as directed by the Engineer-in-charge. (For concrete foundation,plinth bend)
Providing & removing rigid smooth steel centering and shuttering for R.C.C. work and dismantling them after casting with all cost, conveyance, royality and other taxes of all materials labour, T&P materials required for this item complete as directed by the Engineer-in-charge. (For RCC floor and roof slabs,landing etc)
Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation means and unloading the soil with all leads & lifts on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.50 cm layers to make it ready for watering and compation with light hand road rollers but exceeding watering and compation in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and burrow area etc. complete as per the direction of Engineer in charge. (Measurement is to be taken on finished level section.)
Rough stone dry packing in approns and rvetments to all heights with hard stone other than granite and laterite of 1 cuft. And above size (Weighting 140 lbs./cuft.and above)of approved quality quarried and free from weathered skin including filling interstices with small stones excluding cost, conveyance, royalty and other taxes of all materials required for the work and finalised to proper slope and level complete in all respect as directed by the Engineer-in-Charge.
Earthwork in hard soil with 1 extra lead over initial lead and lifts inculding rough dressing and breaking clods to maximum 5cm to 7 cm size and depositing the excavated materals in layers not exceeding 0.30 mtr in depth etc complete and as directed by the Engineer- in- Charge.
Supplying , Laying & fixing in position 150mm RCC hume pipes with collar joints with cement mortar 1:3 complete including cost ,coveyance of RCC pipes and collars etc complete and as directed by the Engineer- in- Charge.
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