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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-AOC AT WARD NO 26 PO PS JEYPORE DIST KORAPUT ODISHA | JEYPORE | KORAPUT | ODISHA | ₹11.8 L | L1 | Accepted-AOC Qualified in transparent lottery System |
| 2 | L1₹11.8 LRejected-Finance | ₹11.8 L | L1 | Rejected-Finance Disqualified in Transparent lottery System |
| 3 | L1₹11.8 LRejected-Finance | ₹11.8 L | L1 | Rejected-Finance Disqualified in Transparent lottery System |
| 4 | L1₹11.8 LRejected-Finance | ₹11.8 L | L1 | Rejected-Finance Disqualified in Transparent lottery System |
| 5 | L1₹11.8 LRejected-Finance | ₹11.8 L | L1 | Rejected-Finance Disqualified in Transparent lottery System |
Tender Value
₹11.8 L
EMD Value
₹11,800
Closing Date
23 Mar 2026, 3:00 pmClosed
Superintending Engineer,Telengiri Canal
Office of Superintending Engineer,Telengiri Canal Division Ambaguda
Canal Structural Works
2026_IKBBJ_127058_2
SETCD-06/25-26 (IV)
Open Tender
Civil Works - Canal
Percentage
30 days
Ambaguda
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹11,800
Yes
27 Apr 2026
17 Mar 2026
23 Mar 2026
17 Mar 2026
23 Mar 2026
17 Mar 2026
Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debrts within 50m lead.
Earthwork in hard soll or gravelly soll within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking riode so maximum Scan to 7cm and laying in layers not escending 0.3m in depth excluding OST & including labour charges, tools and plants, taxes, cesa, rehandling of the Jexcavated materials, if required etc, all costs incidental to the work ali complete as per specification and direction of the Engineer-in-Charge
Cutting in disintegrated rock not requiring blasting to bel vemoved by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dreaming as per direction and specification of the departament including stacking the useful materials separately as ordered ift & de-lift excluding GST & including labour charges, tools and plants, tauen, cess, rehandling of the excavated materials, if required etc, all costs incidental to the work all complete as per specification and direction of the Engineer-in-Charge
Earthwork in excavation in foundation in all kind of soil including rough dressing & levelling the bed of foundation, breaking the clods to maximum 5cm to 7cm and laying the jexcavated materials in the earmarked place in layers not esceeding 0.30 M in depth with all lead, lift & de-lifi excluding GST & including labour charges, tools and plants, taxes, ces, rehandling of the excavated materials, if required ete, all costs incidental to the work all complete as per specifiention and direction of the Engineer-in-Charg
Plain cement concrete of grade M 15 with 40mm and down graded hard granite crusher broken aggregates including cast, conveyance, royalty of material etc. complete as per drawing and technical specification as directed by the Engineer-in charge
Reinforced cement concrete of grade M 20 with 20mm and by the Engineer-in charge. down graded hard granite crusher broken aggregates including cost, conveyance, royalty of material .......etc complete as per drawing and technical specification as directed by the Engineer-in charge
Supplying fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification
Rigid and smooth centring and shuttering for RCC works including false works and dismentaling them after casting including cost of materials etc complete as directed by the Engineer in charge.
Earthwork in ordinary soil filling in foundation within initial lead and lift including rough dressing & breaking the clods to maximum Sem to 7cm and laying the excavated materials in the earmarked place in layers not exceeding 0.30 M in depth excluding GST but including labour charges, tools and 10 plants, taxes, cess, rehandling of the excavated materials, if required etc, all costs incidental to the work all complete as per specification and direction of the Engineer-in-Charge.
Earthwork in filling at bank with hard soil within initial lead and lift including rough dressing & breaking the clods to maximum 5cm to 7cm and laying the excavated materials in the earmarked place in layers not exceeding 0.30 M in depth excluding GST but including labour charges, tools and plants, taxes, cess, rehandling of the excavated materials, if required etc, all costs incidental to the work all complete as per specification and direction of the Engineer-in-Charge.
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