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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-AOC | ₹4.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹4.2 CrRejected-Finance | ₹4.2 Cr | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | M/s R.D. Construction L1 | ahao rungsung L2 |
|---|---|---|---|---|---|
| 1.00Foundation | |||||
| 1.10 | 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)
(i) Depth upto 3 m ( without de-watering) | 500 | Cum | 128.99 ₹64,493.5 | 124.53 ₹62,266 Lowest |
| 2.00 | (IV) Hard rock ( blasting prohibited )
Mechanical Means ( without de-watering) | 402.04 | Cum | 945.57 ₹3,80,157.36 Lowest | 949.56 ₹3,81,761.5 |
| 3.00 | 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.) | 13.7 | Cum | 9,930.12 ₹1,36,042.67 Lowest | 9,972.02 ₹1,36,616.7 |
| 4.00 | 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 | 64.08 | Cum | 14,226.69 ₹9,11,646.62 Lowest | 14,286.72 ₹9,15,493.27 |
| 5.00 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | 6 | Tonne | 1,27,571.12 ₹7,65,426.7 Lowest | 1,28,109.39 ₹7,68,656.35 |
| 6.00 | 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. | 132 | Each | 13,381.97 ₹17,66,419.78 Lowest | 13,438.43 ₹17,73,873.02 |
| 7.00 | Sub-structure
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 | 262.31 | Cum | 15,406.19 ₹40,41,196.65 Lowest | 15,471.19 ₹40,58,248.11 |
| 8.00 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications | 20.06 | Tonne | 1,27,305.74 ₹25,53,753.04 Lowest | 1,27,842.89 ₹25,64,528.37 |
| 9.00 | Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | 470 | Tonne | 2,639.29 ₹12,40,466.77 Lowest | 2,650.43 ₹12,45,701.16 |
Tender Value
Refer Docs
EMD Value
₹8.4 L
Closing Date
15 Jun 2026, 9:00 amClosed
SE, RWC, Rupa
O/o SE, RWC, Rupa, West Kameng District, A.P
Bridge Length - 40.00 Mtr.
2026_CEAR_148059_1
AR0805611A
Open Tender
Civil Works - Bridge Construction
Item Rate
Luguthang, Tawang
Firm registration, Tender fee, EMD, Bank Solvency, Balance Sheet of last five year by CA , GST, EPF
9 documents required · 9 mandatory
₹15,000
Secy. Cum CEO, ARRDA, RWD, Itanagar
₹8.4 L
O/o EE, RWD, Tawang
23 Jul 2026
29 May 2026
15 Jun 2026
29 May 2026
15 Jun 2026
30 May 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Foundation | |||||
| 0.0 | 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)
(i) Depth upto 3 m ( without de-watering) | 500 | Cum | - | - |
| 2 | (IV) Hard rock ( blasting prohibited )
Mechanical Means ( without de-watering) | 402.04 | Cum | - | - |
| 3 | 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.) | 13.7 | Cum | - | - |
| 4 | 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 | 64.08 | Cum | - | - |
| 5 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | 6 | Tonne | - | - |
| 6 | 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. | 132 | Each | - | - |
| 7 | Sub-structure
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 | 262.31 | Cum | - | - |
| 8 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications | 20.06 | Tonne | - | - |
| 9 | Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | 470 | Tonne | - | - |
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