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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.9 LAccepted-Finance | ₹63.9 L | L1 | Accepted-Finance Found in order |
| 2 | L2₹61.5 LAccepted-Finance | ₹61.5 L | L2 | Accepted-Finance Found in order |
| 3 | L3₹65.6 LAccepted-Finance BAZAR LINE TATO VILLAGE P O P S TATO DISTRICT SHI YOMI ARUNACHAL PRADESH 791003 | TATO | SHI YOMI | ARUNACHAL PRADESH | 791003 | ₹65.6 L | L3 | Accepted-Finance Found in order |
| Sl No | Description | Qty | Unit | SUNRISE ENTERPRISE L3 | YORDUNG TRADING CENTRE L1 | NNNN ENTERPRISE L2 |
|---|---|---|---|---|---|---|
| 0.00Specifications | ||||||
| 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 metres) | 6,954.13 | Cum | 293.25 ₹20,39,297.45 | 274.89 ₹19,11,619.7 Lowest | 285.6 ₹19,86,098.39 |
| 2.00 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a) Ordinary Soil | 53.32 | Cum | 260.48 ₹13,887.75 | 244.17 ₹13,018.17 Lowest | 253.68 ₹13,525.2 |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 60 | Cum | 212.29 ₹12,737.4 | 199 ₹11,940 Lowest | 206.75 ₹12,405 |
| 4.00 | Dry rubble Flooring / Stone Soling. | 76.98 | Cum | 3,946.8 ₹3,03,828.61 | 3,699.7 ₹2,84,806.61 Lowest | 3,843.84 ₹2,95,902.65 |
| 5.00 | 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 | 50.06 | Cum | 7,656.59 ₹3,83,304.21 | 7,177.22 ₹3,59,305.99 Lowest | 7,456.85 ₹3,73,304.82 |
| 6.00 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement.
c) 75 mm thick | 156.75 | Sqm. | 958.53 ₹1,50,249.58 | 898.51 ₹1,40,841.44 Lowest | 933.52 ₹1,46,329.26 |
| 7.00 | Reinforcement of RCC work including bending, binding and placing in position complete.
b) Tar/TMT steel | 901.91 | Kg | 125.35 ₹1,13,054.54 | 117.5 ₹1,05,974.54 Lowest | 122.08 ₹1,10,105.29 |
| 8.00 | Centring and shuttering including strutting proping etc. and removal of form work for:
c) Columns, pillars and piers. | 41.37 | Sqm. | 1,021.43 ₹42,257.58 | 957.48 ₹39,611.91 Lowest | 994.78 ₹41,155.04 |
| 9.00 | Centring and shuttering including strutting proping etc. and removal of form work for:
b) Walls including attached buttresses, pilasters etc. | 4.05 | Sqm. | 851.46 ₹3,448.41 | 798.15 ₹3,232.51 Lowest | 829.25 ₹3,358.46 |
Tender Value
Refer Docs
EMD Value
₹57,100
Closing Date
17 Jul 2026, 2:00 pmClosed
DGM(Tech), CCD, Tato-II HEP
CCD, Tato-II HE Project
Construction of Steel Structural Warehouse for housing 2 Nos. 250 kVA DG Sets including site development and associated civil, structural and miscellaneous allied works at NEEPCO Colony, Tato
2026_NEEPC_283043_1
NEEPCO/CCD/TATO-II/2026-27/02 DTD 04/07/2026
Limited
Civil Works
Item Rate
60 days
Tato
As per tender notice
2 documents required · 2 mandatory
₹0
₹57,100
18 Jul 2026
4 Jul 2026
18 Jul 2026
4 Jul 2026
17 Jul 2026
6 Jul 2026
6 Jul 2026 - 15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0 | Specifications | - | - | - | - |
| 1 | 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 metres) | 0.4 | Cum | - | - |
| 2 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a) Ordinary Soil | - | Cum | - | - |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | - | Cum | - | - |
| 4 | Dry rubble Flooring / Stone Soling. | 0.4 | Cum | - | - |
| 5 | 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 | 1 | Cum | - | - |
| 6 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement.
c) 75 mm thick | - | Sqm. | - | - |
| 7 | Reinforcement of RCC work including bending, binding and placing in position complete.
b) Tar/TMT steel | 0.4 | Kg | - | - |
| 8 | Centring and shuttering including strutting proping etc. and removal of form work for:
c) Columns, pillars and piers. | - | Sqm. | - | - |
| 9 | Centring and shuttering including strutting proping etc. and removal of form work for:
b) Walls including attached buttresses, pilasters etc. | 1 | Sqm. | - | - |
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