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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAccepted-AOC | ₹16.9 L Quoted ₹14.4 L | L1 | Accepted-AOC The work order has issued to the agency. |
| 2 | L2₹14.4 LRejected-Finance | ₹14.4 L | L2 | Rejected-Finance The bidder has not selected through the lottery system. |
| 3 | L2₹14.4 LRejected-Finance | ₹14.4 L | L2 | Rejected-Finance The bidder has not selected through the lottery system. |
| 4 | L2₹14.4 LRejected-Finance AT GARADHI PO KALAKAD PS NILGIRI DIST BALASORE | SAMBALPUR | ODISHA | 768107 | ₹14.4 L | L2 | Rejected-Finance The bidder has not selected through the lottery system. |
| 5 | L2₹14.4 LRejected-Finance | ₹14.4 L | L2 | Rejected-Finance The bidder has not selected through the lottery system. |
Tender Value
₹16.9 L
EMD Value
₹16,948
Closing Date
21 Jan 2026, 5:00 pmClosed
Superintending Engineer, R.W. Division, Jaleswar
At/Po- Chalanti, Via- Jaleswar, Dist-Balasore
Road Works
2026_CERWI_124548_5
SE/RW/Jls-15/2025-26
Open Tender
Civil Works - Roads
60 days
Jaleswar
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹16,948
Yes
27 Feb 2026
14 Jan 2026
22 Jan 2026
14 Jan 2026
21 Jan 2026
14 Jan 2026
14 Jan 2026 - 20 Jan 2026
Earth work in excavation of foundation in hard soil with all leads and lifts and to required depth including dressing and levelling the bed and depositing the excavated materials away from work site etc.complete as per direction of the Engineer-in-charge.
Filling foundation and plinth with sand well watered and rammed including cost, conveyance of materials, labour T&P, royalty etc. complete as per direction of the Engineer-in-charge.
Providing P.C.C. (1:3:6) with 4cm size h.g. metal of approved quality including hoisting laying concrete, cost & conveyance of materials, labour ,T&P, royalty, taxes, curing etc. complete as per direction of the Engineer-in-charge. (With shuttering)
Without shuttering
Providing cement concrete (1:2:4) in foundation with 40 mm nominal size of hand/crusher broken hand granite stone aggregate of approved quality from approved quarry including hoisting, lowering & laying in position in layers not exceeding 150 mm thick with proper packing & ramming to proper slope & level including curing dewatering, shoring, shuttering if necessary at the time of laying concrete with cost,conveyance, royalty,taxes of all materials required for the work, including supplying and working of pumps and all other materials required for the work, T&P articles, etc. complete in all respect as per spoecification and direction of the Engineer-in-charge.
Providing R.C.C. M-20 grade using 20mm & down graded size h.g. chips of approved quality including hoisting laying concrete with rigid smooth centering / shuttering, necessary scaffolding, cost & conveyance of materials, labour,T&P, royalty, taxes, curing etc.complete as per direction of the Engineer-in-charge.
Providing P.C.C. M-30 grade using 20mm & down graded size h.g. chips of approved quality including hoisting laying concrete with rigid smooth centering / shuttering, necessary scaffolding, cost & conveyance of materials, labour,T&P, royalty, taxes, curing etc.complete as per direction of the Engineer-in-charge.
roviding & fixing in position MS / High yield deformed bars reinforcement with cutting, bending, binding, straightening and tying the grills and placing in position including binding wire 18 to 20 gauge, cost & conveyance of materials,labour, T &P etc. complete as per direction of the Engineer-in-charge.
Earth work in ordinary soil by mechanical means beyond initial lead and lift including rough dressing and breaking clods 5cm to 7 cm size and laying in layers not exceeding 0.3m in depth with Sectioning & cambering and ordinary compaction by PRR cost of transportation, all labour, T&P, royality etc. complete as per direction of the Engineer-in-charge.
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification as per section 600,700&1200 of MORD & as per direction of the Engineer-in-Charge
Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per direction of the Engineer-in-charge.
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