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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40 LAccepted-Finance | L1 | Accepted-Finance Lowest Bidder | |
| 2 | L2₹40.3 L+₹33,996 (0.85%)Rejected-Finance A T T MILL COMPOUND BLOCK TINALI MARGHERITA MARGHERITA TINSUKIA ASSAM 786181 | TINSUKIA | ASSAM | 786181 | L2 | Rejected-Finance Highest Bidder | |
| 3 | L3₹42.9 L+₹2.9 L (7.19%)Rejected-Finance BLOCK TINALI MARGHERITA DISTT TINSUKIA ASSAM 786187 | TINSUKIA | ASSAM | 786187 | L3 | Rejected-Finance Highest Bidder | |
| 4 | Rejected-Technical | - | Rejected-Technical Not Submitted reqd docus/ specification as per RFP |
Tender Value
Refer Docs
EMD Value
₹80,000
Closing Date
21 Jul 2025, 9:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CO, 16 PUNJAB
16 PUNJAB (PATIALA) PIN-911916 c/o 99 APO
Construction of Anti Flood Embankment at Vikilingpik (East Bank), District Upper Subansiri, Arunachal Pradesh
2025_ARMY_717527_1
3052/Op Sad/73/PRI
Open Tender
Construction Works
Works
120 days
Vikilingpik (Limiking Circle)
Please refer to tender documents
2 documents required · 2 mandatory
₹500
Yes
Payable To
₹80,000
Yes
Gelemo
1 Aug 2025
30 Jun 2025
21 Jul 2025
30 Jun 2025
21 Jul 2025
30 Jun 2025
30 Jun 2025 - 18 Jul 2025
7 Jul 2025
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil Manual Means up to 3m depth
PCC 1:3:6 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechnical;ly mixed in foundation and compacted by vibration i/c curing ofor 14 days)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Height 5m to 10m Case I Using concrete Mixer RCC Grade M20
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
PCC 1:3:6 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechnical;ly mixed in foundation and compacted by vibration i/c curing ofor 14 days)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC M15
Carriage of Materials
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