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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.3 LAccepted-AOC MECHUKHA P O P S MECHUKHA DISTRICT SHI YOMI ARUNACHAL PRADESH 791003 | MECHUKHA | SHI YOMI | ARUNACHAL PRADESH | 791003 | ₹78.3 L | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹80.2 LRejected-Finance | ₹80.2 L | L2 | Rejected-Finance Being L2 |
| 3 | L3₹81.3 LRejected-Finance | ₹81.3 L | L3 | Rejected-Finance Being L3 |
| Sl No | Description | Qty | Unit | YORDUNG TRADING CENTRE L3 | AANA ENTERPRISE L1 | K.D. ENTERPRISES L2 |
|---|---|---|---|---|---|---|
| 0.00Items | ||||||
| 1.00 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. | 35.75 | Cum | 86 ₹3,074.5 | 100 ₹3,575 | 84 ₹3,003 Lowest |
| 2.00 | Dry rubble Flooring / Stone Soling. | 14.36 | Cum | 3,438 ₹49,369.68 | 3,281 ₹47,115.16 Lowest | 3,375 ₹48,465 |
| 3.00 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in:
a) Foundations and plinth | 25.04 | Cum | 7,207 ₹1,80,463.28 | 7,200 ₹1,80,288 | 7,076 ₹1,77,183.04 Lowest |
| 4.00 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
A) Random Rubble Masonry | 544.72 | Cum | 7,171 ₹39,06,187.12 | 7,200 ₹39,21,984 | 7,041 ₹38,35,373.52 Lowest |
| 5.00 | 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. | 397 | Each | 266 ₹1,05,602 | 254 ₹1,00,838 Lowest | 261 ₹1,03,617 |
| 6.00 | Providing and laying of Filter 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 | 199.5 | Cum | 3,717 ₹7,41,541.5 | 3,548 ₹7,07,826 Lowest | 3,649 ₹7,27,975.5 |
| 7.00 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. | 60.8 | Cum | 4,085 ₹2,48,368 | 3,900 ₹2,37,120 Lowest | 4,011 ₹2,43,868.8 |
| 8.00 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical
A) Stone/Boulder | 121.6 | Cum | 2,644 ₹3,21,510.4 | 2,524 ₹3,06,918.4 Lowest | 2,596 ₹3,15,673.6 |
| 9.00 | Banking excavated earth in layers not exceeding 20 cm in depth breaking clods, watering, rolling each layer 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and topmost layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide bunds etc. lead upto 50 m and lift upto 1.50 m.
a)Ordinary Soil | 737.96 | Cum | 168 ₹1,23,977.28 | 160 ₹1,18,073.6 Lowest | 165 ₹1,21,763.4 |
Tender Value
₹73.5 L
EMD Value
₹1.5 L
Closing Date
6 Apr 2026, 2:00 pmClosed
DGM Tech CNP Wing Office of the HOP
Office of the HOP Tato-I II and Heo HEP AP
Slope Protection Works including Approach Road for prefabricated Buildings at Tato II HEP Colony Area Tato Shi Yomi District Arunachal Pradesh
2026_NEEPC_272523_1
NEEPCO/HOP/TTH/2025-26/ 11 Dated 21.03.2026
Limited
Civil Works
Works
30 days
TATO-II HEP Tato Arunachal Pradesh
As per NIB
3 documents required · 3 mandatory
₹0
₹1.5 L
28 Apr 2026
23 Mar 2026
7 Apr 2026
23 Mar 2026
6 Apr 2026
23 Mar 2026
23 Mar 2026 - 30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0Items | |||||
| 1 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. | 35.75 | Cum | - | - |
| 2 | Dry rubble Flooring / Stone Soling. | 14.36 | Cum | - | - |
| 3 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in:
a) Foundations and plinth | 25.04 | Cum | - | - |
| 4 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
A) Random Rubble Masonry | 544.72 | Cum | - | - |
| 5 | 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. | 397 | Each | - | - |
| 6 | Providing and laying of Filter 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 | 199.5 | Cum | - | - |
| 7 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. | 60.8 | Cum | - | - |
| 8 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical
A) Stone/Boulder | 121.6 | Cum | - | - |
| 9 | Banking excavated earth in layers not exceeding 20 cm in depth breaking clods, watering, rolling each layer 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and topmost layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide bunds etc. lead upto 50 m and lift upto 1.50 m.
a)Ordinary Soil | 737.96 | Cum | - | - |
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