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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.7 LAccepted-AOC | ₹35.7 L | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹37.7 LRejected-Finance BAZAR LINE TATO VILLAGE P O P S TATO DISTRICT SHI YOMI ARUNACHAL PRADESH 791003 | TATO | SHI YOMI | ARUNACHAL PRADESH | 791003 | ₹37.7 L | L2 | Rejected-Finance Being L2 bidder |
| 3 | L3₹39.4 LRejected-Finance | ₹39.4 L | L3 | Rejected-Finance Being L3 bidder |
| 4 | L4₹41.1 LRejected-Finance MECHUKHA P O P S MECHUKHA DISTRICT SHI YOMI ARUNACHAL PRADESH 791003 | MECHUKHA | SHI YOMI | ARUNACHAL PRADESH | 791003 | ₹41.1 L | L4 | Rejected-Finance Being L4 bidder |
| Sl No | Description | Qty | Unit | YORDUNG TRADING CENTRE L3 | NNNN ENTERPRISE L1 | SUNRISE ENTERPRISE L2 | AANA ENTERPRISE L4 |
|---|---|---|---|---|---|---|---|
| 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) | 91.8 | Cum | 629 ₹57,742.2 | 571 ₹52,417.8 Lowest | 624 ₹57,283.2 | 655 ₹60,129 |
| 2.00 | Dry rubble Flooring / Stone Soling. | 38 | Cum | 3,750 ₹1,42,500 | 3,406 ₹1,29,428 Lowest | 3,594 ₹1,36,572 | 3,906 ₹1,48,428 |
| 3.00 | Centring and shuttering including strutting proping etc. and removal of form work for:
a) Foundations and plinth. | 7.4 | Sqm. | 566 ₹4,188.4 | 514 ₹3,803.6 Lowest | 543 ₹4,018.2 | 590 ₹4,366 |
| 4.00 | Centring and shuttering including strutting proping etc. and removal of form work for:
b) Walls including attached buttresses, pilasters etc. | 119.9 | Sqm. | 805 ₹96,519.5 | 731 ₹87,646.9 Lowest | 772 ₹92,562.8 | 839 ₹1,00,596.1 |
| 5.00 | Centring and shuttering including strutting proping etc. and removal of form work for:
c) Columns, pillars and piers. | 2.55 | Sqm. | 981 ₹2,501.55 | 891 ₹2,272.05 Lowest | 940 ₹2,397 | 1,022 ₹2,606.1 |
| 6.00 | 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 | 58.2 | Cum | 7,862 ₹4,57,568.4 | 7,141 ₹4,15,606.2 Lowest | 7,534 ₹4,38,478.8 | 8,190 ₹4,76,658 |
| 7.00 | Reinforcement of RCC work including bending, binding and placing in position complete.
b) Tar/TMT steel | 2,039.64 | Kg | 131 ₹2,67,192.84 | 119 ₹2,42,717.16 Lowest | 125 ₹2,54,955 | 136 ₹2,77,391.04 |
| 8.00 | Reinforced concrete work in foundations, footings, bases of columns etc.
and mass concrete excluding cost of centring, shuttering and reinforcement in :
a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal | 10.8 | Cum | 10,619 ₹1,14,685.2 | 9,645 ₹1,04,166 Lowest | 10,176 ₹1,09,900.8 | 11,061 ₹1,19,458.8 |
| 9.00 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :
a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal
size) | 17 | Cum | 11,892 ₹2,02,164 | 10,802 ₹1,83,634 Lowest | 11,397 ₹1,93,749 | 12,388 ₹2,10,596 |
Tender Value
₹32.8 L
EMD Value
₹65,630
Closing Date
5 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 RCC Storage Tank prov and lay of 40 mm HDPE pipeline from storage water tank to each buildings Washing machine shed const of protection wall at app road to SPT Bldg and PCC concreting in common courtyard of of SPT Bldg at Temp colony
2026_NEEPC_278530_1
NEEPCO/HOP/TTH/2026-27/02 Dated 22.05.2026
Limited
Civil Works
Works
45 days
TATO-II HEP Tato Arunachal Pradesh
As per NIB
3 documents required · 3 mandatory
₹0
₹65,630
16 Jul 2026
23 May 2026
6 Jun 2026
23 May 2026
5 Jun 2026
23 May 2026
23 May 2026 - 29 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 | Centring and shuttering including strutting proping etc. and removal of form work for:
b) Walls including attached buttresses, pilasters etc. | - | Sqm. | - | - |
| 5 | Centring and shuttering including strutting proping etc. and removal of form work for:
c) Columns, pillars and piers. | 1 | Sqm. | - | - |
| 6 | 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 | - | - |
| 7 | Reinforcement of RCC work including bending, binding and placing in position complete.
b) Tar/TMT steel | - | Kg | - | - |
| 8 | Reinforced concrete work in foundations, footings, bases of columns etc.
and mass concrete excluding cost of centring, shuttering and reinforcement in :
a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal | - | Cum | - | - |
| 9 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :
a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal
size) | - | Cum | - | - |
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