Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.0 LAccepted-AOC VILLAGE TATO BAZAR LINE P O P S TATO DISTRICT SHI YOMI ARUNACHAL PRADESH 791003 | TATO | SHI YOMI | ARUNACHAL PRADESH | 791003 | ₹49.0 L | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹50.4 LRejected-AOC | ₹50.4 L | L2 | Rejected-AOC Being L2 Bidder |
| 3 | L3Rejected-Finance BAZAR LINE TATO VILLAGE P O P S TATO DISTRICT SHI YOMI ARUNACHAL PRADESH 791003 | TATO | SHI YOMI | ARUNACHAL PRADESH | 791003 | - | L3 | Rejected-Finance disqualified |
| Sl No | Description | Qty | Unit | SUNRISE ENTERPRISE L3 | M 4 Enterprise L1 | K.D. ENTERPRISES L2 |
|---|---|---|---|---|---|---|
| 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) | 252.46 | Cum | 576.4 ₹1,45,517.94 | 550.2 ₹1,38,903.49 Lowest | 565.92 ₹1,42,872.16 |
| 2.00 | Dry rubble Flooring / Stone Soling. | 10.7 | Cum | 3,437.5 ₹36,781.25 | 3,281.25 ₹35,109.38 Lowest | 3,375 ₹36,112.5 |
| 3.00 | Centring and shuttering including strutting proping etc. and removal of form work for:a) Foundations and plinth. | 7.78 | Sqm. | 518.98 ₹4,037.66 | 495.39 ₹3,854.13 Lowest | 509.54 ₹3,964.25 |
| 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 | 9.1 | Cum | 7,206.87 ₹65,582.52 | 6,879.28 ₹62,601.49 Lowest | 7,075.84 ₹64,390.11 |
| 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 | 448.71 | Cum. | 7,170.9 ₹32,17,654.54 | 6,844.95 ₹30,71,397.51 Lowest | 7,040.52 ₹31,59,151.73 |
| 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. | 141 | Each | 266.2 ₹37,534.2 | 254.1 ₹35,828.1 Lowest | 261.36 ₹36,851.76 |
| 7.00 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand).d) Raised and Cut pointing | 133.52 | Sqm. | 296.34 ₹39,567.32 | 282.87 ₹37,768.8 Lowest | 290.95 ₹38,847.91 |
| 8.00 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (B) Sandy material | 116.14 | Cum | 2,101 ₹2,44,010.14 | 2,005.5 ₹2,32,918.77 Lowest | 2,062.8 ₹2,39,573.59 |
| 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. | 750.01 | Cum | 267.3 ₹2,00,477.67 | 255.15 ₹1,91,365.05 Lowest | 262.44 ₹1,96,832.62 |
Tender Value
₹46.6 L
EMD Value
₹93,300
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 Retaining Wall on Temporary Colony Road from Ch. 04.00 m to Ch. 14.00 m and Ch.124.00m to Ch.139.00m and protection wall on the front side of temporary office Building at NEEPCO Colony
2026_NEEPC_278535_1
NEEPCO/HOP/TTH/2026-27/03 Dated 22.05.2026
Limited
Civil Works
Works
30 days
TATO-II HEP Tato Arunachal Pradesh
As per NIB
3 documents required · 3 mandatory
₹0
₹93,300
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) | - | Cum | - | - |
| 2 | Dry rubble Flooring / Stone Soling. | 1 | 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 | 1 | 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 | - | 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. | 750.01 | Cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_325182.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.54 MB
Biddoc.pdf
Tender Documents • 3.43 MB
BOQ_325182.xls
BOQ • 0.32 MB
Corrigendum1.pdf
PDF • 0.30 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].