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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.2 CrRejected-Finance | ₹2.2 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹2.2 CrRejected-Finance | ₹2.2 Cr | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Attracts SBD clause 4.4 (a) of section 2 of ITB and clauses 1.3.1 of section 3 and Attracts SBD clause 4.4 B(b) (i) of Appendix to ITB |
| Sl No | Description | Qty | Unit | ahao rungsung L2 | M/S ROYAL AGENCY L3 | Makyi Constructions L1 |
|---|---|---|---|---|---|---|
| 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) | 159.62 | Cum | 108.85 ₹17,374.64 | 200 ₹31,924 | 105 ₹16,760.1 Lowest |
| 2.00 | (IV) Hard rock ( blasting prohibited )
Mechanical Means ( without de-watering) | 290.7 | Cum | 797.95 ₹2,31,964.07 | 797.95 ₹2,31,964.07 | 789 ₹2,29,362.3 Lowest |
| 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.) | 12.25 | Cum | 8,955.05 ₹1,09,699.36 | 8,955 ₹1,09,698.75 Lowest | 8,955 ₹1,09,698.75 Lowest |
| 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 | 134.69 | Cum | 11,577.7 ₹15,59,400.41 Lowest | 12,550 ₹16,90,359.5 | 12,459 ₹16,78,102.71 |
| 5.00 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | 12.41 | Tonne | 1,07,636.55 ₹13,35,769.59 | 1,07,636.55 ₹13,35,769.59 | 1,07,250 ₹13,30,972.5 Lowest |
| 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. | 108 | Each | 11,124.65 ₹12,01,462.2 | 11,100 ₹11,98,800 | 10,050 ₹10,85,400 Lowest |
| 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 | 246.8 | Cum | 13,572.85 ₹33,49,779.38 | 13,510 ₹33,34,268 | 13,505 ₹33,33,034 Lowest |
| 8.00 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications | 17.49 | Tonne | 1,07,412.6 ₹18,78,646.37 | 1,07,399 ₹18,78,408.51 Lowest | 1,07,400 ₹18,78,426 |
| 9.00 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | 80,640 | Tonne | 2.2 ₹1,77,408 Lowest | 2.2 ₹1,77,408 Lowest | 2.4 ₹1,93,536 |
Tender Value
Refer Docs
EMD Value
₹4.3 L
Closing Date
15 Jun 2026, 9:00 amClosed
SE, RWC, Rupa
O/o SE RWC, Rupa, West Kameng , A.P
Bridge Length - 20.00 Mtr Span
2026_CEAR_148053_1
AR0803525A
Open Tender
Civil Works - Bridge Construction
Item Rate
Khomten
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
₹4.3 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) | 159.62 | Cum | - | - |
| 2 | (IV) Hard rock ( blasting prohibited )
Mechanical Means ( without de-watering) | 290.7 | 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.) | 12.25 | 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 | 134.69 | Cum | - | - |
| 5 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | 12.41 | 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. | 108 | 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 | 246.8 | Cum | - | - |
| 8 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications | 17.49 | Tonne | - | - |
| 9 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | 80,640 | Tonne | - | - |
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