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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC L1 Bidder |
| 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. | 272.07 | Cu.m | 220 ₹59,855.40 |
| 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 ) | 634.82 | Cu.m | 330 ₹2.1 L |
| 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.) | 906.89 | Cu.m | 430 ₹3.9 L |
| 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) | 346.96 | cum | 230 ₹79,800.80 |
| 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) | 809.56 | cum | 340 ₹2.8 L |
| 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) | 1,156.52 | cum | 430 ₹5.0 L |
| 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 ₹3.6 L |
| 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 ₹29.8 L |
| 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 | 236.76 | Cu.m | 14,000 ₹33.1 L |
Tender Value
Refer Docs
EMD Value
₹3.3 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 (B3) UNDER HEO HYDRO ELECTRIC PROJECT, ARUNACHAL PRADESH
2025_NEEPC_243116_1
NEEPCO/HOP/TTH/2025-26/03 dated 29.07.2025
Open Tender
Civil Works - Bridges
90 days
HEO HEP Tato Arunachal Pradesh
As per NIB
4 documents required · 4 mandatory
₹2,360
NEEPCO LTD
₹3.3 L
24 Dec 2025
30 Jul 2025
3 Sept 2025
30 Jul 2025
2 Sept 2025
30 Jul 2025
Amount
Items
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.
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 )
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.)
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)
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)
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)
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
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications including formwork (C ) RCC Grade M20 (Using concrete mixer)
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
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
Providing weep holes in Brickmasonry/Plain/Reinforced concrete abutment, wingwall/return wall with 75mm/100mm 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 A) Granular material
Loading and unloading of stone boulder / stone aggregates / sand and kerb stones for hill road. Placing tipper at location point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip.
Loading and Unloading of Cement /Steel /Structural Steel /RCPipe/ Wooden Logs/Bricks/Bitumen and Timber etc,by Manual Means and Stacking for hill roads.
Cost of Haulage excluding loading and unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. (i) Surfaced Road
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