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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC Being L1 Bidder |
| 2 | Rejected-Technical | - | - | Rejected-Technical Techno-commercially disqualified due to bid capacity does meet the qualifying requirement |
| Sl No | Description | Qty | Unit | M/S RINYA YANGFO COSTRUCTION L1 |
|---|---|---|---|---|
| 0.00Items | ||||
| 1.00 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 meter. | 1,324.47 | Cu.m | 220 ₹2,91,383.4 Lowest |
| 2.00 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | 3,090.43 | Cu.m | 330 ₹10,19,841.9 Lowest |
| 3.00 | Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.) | 4,414.9 | Cu.m | 430 ₹18,98,407 Lowest |
| 4.00 | 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.
I) Ordinary soil
B) Mechanical Means
(i) c). Upto 3 m depth (with de-watering) | 692.46 | cum | 230 ₹1,59,265.8 Lowest |
| 5.00 | 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
(ii) Depth upto 3 m ( with de-watering) | 1,615.75 | cum | 340 ₹5,49,355 Lowest |
| 6.00 | 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.
III) Hard rock ( requiring blasting )
B) Manual Means ( with de-watering) | 2,308.21 | cum | 430 ₹9,92,530.3 Lowest |
| 7.00 | 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.) including formwork | 39.95 | Cu.m | 9,000 ₹3,59,550 Lowest |
| 8.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications including formwork
(C ) RCC Grade M20 (Using concrete mixer) | 248.02 | Cu.m | 12,000 ₹29,76,240 Lowest |
| 9.00 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications including formwork
(E) RCC Grade M20 (Using Concrete Mixer)
(q) Height 5m to 10m | 331.98 | Cu.m | 14,000 ₹46,47,720 Lowest |
Tender Value
Refer Docs
EMD Value
₹4.5 L
Closing Date
2 Sept 2025, 2:00 pmClosed
GM Office of the HOP
GM Office of the HOP, Tato AP
CONSTRUCTION OF RCC ABUTMENTS WITH WING WALLS AND ALLIED CIVIL WORKS FOR 1 NO OF 230 FEET 40R GRSE SINGLE LANE MODULAR STEEL BRIDGES (B2) UNDER HEO HYDRO ELECTRIC PROJECT, ARUNACHAL PRADESH
2025_NEEPC_243089_1
NEEPCO/HOP/TTH/2025-26/02 dated 29.07.2025
Open Tender
Civil Works - Bridges
Item Rate
90 days
HEO HEP Tato Arunachal Pradesh
As per NIB
4 documents required · 4 mandatory
₹5,900
NEEPCO LTD
₹4.5 L
9 Nov 2025
30 Jul 2025
3 Sept 2025
30 Jul 2025
2 Sept 2025
30 Jul 2025
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