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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.3 LAccepted-AOC VILLAGE TATO BAZAR LINE P O P S TATO DISTRICT SHI YOMI ARUNACHAL PRADESH 791003 | TATO | SHI YOMI | ARUNACHAL PRADESH | 791003 | ₹32.3 L | L1 | Accepted-AOC Being L1 Bidder |
| Sl No | Description | Qty | Unit | 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. (B). Mechanical Means (Depth upto 3 m) | 74.13 | Cum | 563 ₹41,735.19 Lowest |
| 2.00 | Dry rubble Flooring / Stone Soling. | 10.82 | Cum | 3,360 ₹36,355.2 Lowest |
| 3.00 | Centring and shuttering including strutting proping etc. and removal of form work for:a) Foundations and plinth. | 13.4 | Sqm. | 507 ₹6,793.8 Lowest |
| 4.00 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth | 21.64 | Cum | 7,043 ₹1,52,410.52 Lowest |
| 5.00 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications including loading, unloading, transportation, etc.
(A) Random Rubble Masonry | 264.59 | Cum. | 7,008 ₹18,54,246.72 Lowest |
| 6.00 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm 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 including loading, unloading, transportation, etc. | 126 | Each | 260 ₹32,760 Lowest |
| 7.00 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand).d) Raised and Cut pointing | 58.32 | Sqm. | 290 ₹16,912.8 Lowest |
| 8.00 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (B) Sandy material | 134.91 | Cum | 2,053 ₹2,76,970.23 Lowest |
| 9.00 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle / 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. | 455.2 | Cum | 262 ₹1,19,262.4 Lowest |
Tender Value
₹30.0 L
EMD Value
₹60,030
Closing Date
8 Jun 2026, 2:00 pmClosed
DGM Tech CNP Wing Office of the HOP
Office of the HOP Tato-I II and Heo HEP AP
Construction of a retaining/protection wall on Temporary Colony Road from Ch 180 m to Ch 224 m and Ch 224 m to Ch 245 m at NEEPCO Colony Tato Shi Yomi District Arunachal Pradesh
2026_NEEPC_278560_1
NEEPCO/HOP/TTH/2026-27/04 Dated 23.05.2026
Limited
Civil Works
Works
30 days
TATO-II HEP Tato Arunachal Pradesh
As per NIB
3 documents required · 3 mandatory
₹0
₹60,030
16 Jul 2026
25 May 2026
9 Jun 2026
25 May 2026
8 Jun 2026
25 May 2026
25 May 2026 - 31 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0 | Items | - | - | - | - |
| 1 | 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. (B). Mechanical Means (Depth upto 3 m) | 1 | Cum | - | - |
| 2 | Dry rubble Flooring / Stone Soling. | - | Cum | - | - |
| 3 | Centring and shuttering including strutting proping etc. and removal of form work for:a) Foundations and plinth. | - | Sqm. | - | - |
| 4 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth | - | Cum | - | - |
| 5 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications including loading, unloading, transportation, etc.
(A) Random Rubble Masonry | 1 | Cum. | - | - |
| 6 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm 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 including loading, unloading, transportation, etc. | - | Each | - | - |
| 7 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand).d) Raised and Cut pointing | - | Sqm. | - | - |
| 8 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (B) Sandy material | 1 | Cum | - | - |
| 9 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle / 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. | 0.9 | Cum | - | - |
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