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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 Cr+₹2.3 L (0.95%)Admitted-Finance | ₹2.5 Cr+₹2.3 L (0.95%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | M/S JUNIOR ENTERPRISE L1 | M/S T TAKA ENTERPRISE L2 |
|---|---|---|---|---|---|
| 1.00Foundation (Excavation for Structures) | |||||
| 1.01 | 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 and backfilling with approved material.)II) Ordinary rock (not requiring blasting)
B Mechanical Means (i) Depth upto 3 m ( without de-watering) | 87.22 | Cum | 108.85 ₹9,493.9 Lowest | 108.85 ₹9,493.9 Lowest |
| 1.02 | (IV) Hard rock ( blasting prohibited ) Mechanical Means ( without de-watering) | 290.94 | Cum | 797.95 ₹2,32,155.57 Lowest | 797.95 ₹2,32,155.57 Lowest |
| 1.03 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 12.25 | Cum | 11,760.55 ₹1,44,066.74 Lowest | 11,760.55 ₹1,44,066.74 Lowest |
| 1.04 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
(G) RCC Grade M30
Case-II Using Batching Plant, Transit Mixer and Concrete Pump | 134.69 | Cum | 15,725.3 ₹21,18,040.66 Lowest | 15,725.3 ₹21,18,040.66 Lowest |
| 1.05 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | 12.41 | Tonne | 1,04,694 ₹12,99,252.54 Lowest | 1,04,694 ₹12,99,252.54 Lowest |
| 1.06 | Providing and inserting dowels bars of 25 mm dia (TMT) to a depth of 500 mm anchored in the hard rock by grouting with cement slurry, as per specification and making good all complete as directed. | 108 | Each | 11,136.7 ₹12,02,763.6 Lowest | 11,136.7 ₹12,02,763.6 Lowest |
| 2.00Substructure | |||||
| 2.01 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
(G) RCC Grade M30
(q) Height 5m to 10m
Case II) With Batching Plant, Transit Mixer and Concrete Pump | 270.43 | Cum | 16,726.85 ₹45,23,442.05 Lowest | 16,726.85 ₹45,23,442.05 Lowest |
| 2.02 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications | 18.74 | Tonne | 1,04,445.45 ₹19,57,307.73 Lowest | 1,04,445.45 ₹19,57,307.73 Lowest |
Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
28 May 2026, 10:00 amClosed
SE Cum Bridre wing head ARRDA , RWD, Itanagar , Ar
SE Cum Bridre wing head ARRDA , RWD, Itanagar , AP
CO RCC Bridge 20 m over Ishmi River
2026_CEAR_147582_1
CO RCC Bridge 20 m over Ishmi River
Open Tender
Civil Works - Bridge Construction
Item Rate
ITANAGAR
Firm registration , Tender fee, EMD, Bank Solvency, Balance sheet of last five years by CA, GST and EPF certificate and other important document
9 documents required · 9 mandatory
₹15,000
ARRDA Itanagar
₹5.4 L
O/o Chief Engineer Conference Hall , RWD, Itanagar
6 Jul 2026
13 May 2026
28 May 2026
13 May 2026
28 May 2026
13 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Foundation (Excavation for Structures) | |||||
| 1.01 | 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 and backfilling with approved material.)II) Ordinary rock (not requiring blasting)
B Mechanical Means (i) Depth upto 3 m ( without de-watering) | 1 | Cum | - | - |
| 1.02 | (IV) Hard rock ( blasting prohibited ) Mechanical Means ( without de-watering) | 1 | Cum | - | - |
| 1.03 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | - | Cum | - | - |
| 1.04 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
(G) RCC Grade M30
Case-II Using Batching Plant, Transit Mixer and Concrete Pump | 1 | Cum | - | - |
| 1.05 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | - | Tonne | - | - |
| 1.06 | Providing and inserting dowels bars of 25 mm dia (TMT) to a depth of 500 mm anchored in the hard rock by grouting with cement slurry, as per specification and making good all complete as directed. | - | Each | - | - |
| 2Substructure | |||||
| 2.01 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
(G) RCC Grade M30
(q) Height 5m to 10m
Case II) With Batching Plant, Transit Mixer and Concrete Pump | - | Cum | - | - |
| 2.02 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications | 1 | Tonne | - | - |
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