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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-AOC VILLAGE TATO BAZAR LINE P O P S TATO DISTRICT SHI YOMI ARUNACHAL PRADESH 791003 | TATO | SHI YOMI | ARUNACHAL PRADESH | 791003 | ₹20.0 L | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹21.1 LRejected-Finance | ₹21.1 L | L2 | Rejected-Finance Being L2 |
| 3 | L3₹23.0 LRejected-Finance | ₹23.0 L | L3 | Rejected-Finance Being L3 |
| Sl No | Description | Qty | Unit | NNNN ENTERPRISE L2 | K.D. ENTERPRISES L3 | M 4 Enterprise L1 |
|---|---|---|---|---|---|---|
| 0.00Items | ||||||
| 1.00 | 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
(i) Ordinary soil.
(A)Manual Means (Depth upto 3 m) | 112.5 | Cum | 577 ₹64,912.5 | 200 ₹22,500 Lowest | 551 ₹61,987.5 |
| 2.00 | Dry rubble Flooring / Stone Soling. | 12 | Cum | 3,438 ₹41,256 | 3,400 ₹40,800 | 3,281 ₹39,372 Lowest |
| 3.00 | Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire) | 360 | Cum | 3,866 ₹13,91,760 | 4,500 ₹16,20,000 | 3,690 ₹13,28,400 Lowest |
| 4.00 | Carriage for Hill Roads: Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle /Surki/ Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip | 306 | Cum | 268 ₹82,008 | 280 ₹85,680 | 256 ₹78,336 Lowest |
| 5.00 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads. | 6.45 | Tonne | 396 ₹2,554.2 | 390 ₹2,515.5 | 378 ₹2,438.1 Lowest |
| 6.00 | 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 | 35,220 | Tonne.km | 15 ₹5,28,300 | 15 ₹5,28,300 | 14 ₹4,93,080 Lowest |
Tender Value
₹19.1 L
EMD Value
₹38,130
Closing Date
9 Apr 2026, 2:00 pmClosed
DGM Tech CNP Wing Office of the HOP
Office of the HOP Tato-I II and Heo HEP Arunachal Pradesh
Construction of a gabion structure for retaining earth on the downhill side of Assam Type Building Nos 1 and 2 at the temporary colony Tato II H E Project Tato Shi Yomi District Arunachal Pradesh
2026_NEEPC_273194_1
NEEPCO/HOP/TTH/2025-26/12 Dated 26.03.2026
Limited
Civil Works
Works
45 days
TATO-II HEP Tato Arunachal Pradesh
As per NIB
3 documents required · 3 mandatory
₹0
₹38,130
28 Apr 2026
27 Mar 2026
10 Apr 2026
27 Mar 2026
9 Apr 2026
27 Mar 2026
27 Mar 2026 - 2 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0Items | |||||
| 1Excavation 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (i) Ordinary soil. (A)Manual Means (Depth upto 3 m) | |||||
| 2Dry rubble Flooring / Stone Soling. | |||||
| 3Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire) | |||||
| 4Carriage for Hill Roads: Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle /Surki/ Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip | |||||
| 5Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads. | |||||
| 6Cost 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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