Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC Lowest Bid |
| 2 | L2₹2.0 Cr+₹14,530.74 (0.07%)Rejected-Finance | ₹2.0 Cr+₹14,530.74 (0.07%) | L2 | Rejected-Finance Highest Bid |
| Sl No | Description | Qty | Unit | Er. Genom Apang L1 | M/s Mumsi Enterprises L2 |
|---|---|---|---|---|---|
| 1.00 | SH: RCC Retaining Wall
Excavation for structures (Earth work in excavation of foundation of structures as per drawing and technically specification, including setting out, construction of shoing and bracing, removal of stumps and other deletenious matter, dressing of sides and bottom and backfilling with approved material) | 119.88 | Cum | 450 ₹53,946 Lowest | 450 ₹53,946 Lowest |
| 2.00 | PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crusged stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 12.03 | Cum | 25,265 ₹3,03,937.95 Lowest | 25,265 ₹3,03,937.95 Lowest |
| 3.00 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
RCC Grade M20 | 54.6 | Cum | 30,165 ₹16,47,009 Lowest | 30,165 ₹16,47,009 Lowest |
| 4.00 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and Technical Specifications | 9.95 | MT | 1,35,100 ₹13,44,245 Lowest | 1,35,100 ₹13,44,245 Lowest |
| 5.00 | Providing and laying of Filter media with stone boulder 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. | 137.72 | Cum | 8,535 ₹11,75,440.2 Lowest | 8,535 ₹11,75,440.2 Lowest |
| 6.00 | Providing weep holes in Brick masonary/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. | 54 | Each | 260 ₹14,040 Lowest | 260 ₹14,040 Lowest |
| 7.00 | SH: GSB
Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) | 4,843.58 | Sqm | 197 ₹9,54,185.26 Lowest | 200 ₹9,68,716 |
| 8.00 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. | 726.54 | Cum | 10,385 ₹75,45,117.9 Lowest | 10,385 ₹75,45,117.9 Lowest |
| 9.00 | SH: SHOULDER CLEARANCE
Maintenance of Earthen Shoulder(filling fresh soil) Making up loss of materials/irregularities on shoulders to the design level by adding fresh approved soil and compacting it with appropriate equeipment. | 54,000 | Sqm | 123 ₹66,42,000 Lowest | 123 ₹66,42,000 Lowest |
Tender Value
₹2.0 Cr
EMD Value
₹2.0 L
Closing Date
21 Mar 2026, 2:30 pmClosed
Executive Engineer, Yingkiong PWD Division
O/o the Executive Engineer, Yingkiong PWD Division
Strengthening and Improvement of Pugging Palling road 40.350 km under Upper Siang District
2026_PWDAP_3145_1
YA/NIT/SADA/2025-26/05
Open Tender
Road Works
Item Rate
365 days
In between Pugging Palling
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
EE PWD Yingkiong
₹2.0 L
Yes
17 Aug 2026
16 Mar 2026
21 Mar 2026
16 Mar 2026
21 Mar 2026
16 Mar 2026
16 Mar 2026 - 21 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SH: RCC Retaining Wall
Excavation for structures (Earth work in excavation of foundation of structures as per drawing and technically specification, including setting out, construction of shoing and bracing, removal of stumps and other deletenious matter, dressing of sides and bottom and backfilling with approved material) | 119.88 | Cum | - | - |
| 2 | PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crusged stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 12.03 | Cum | - | - |
| 3 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
RCC Grade M20 | 54.6 | Cum | - | - |
| 4 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and Technical Specifications | 9.95 | MT | - | - |
| 5 | Providing and laying of Filter media with stone boulder 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. | 137.72 | Cum | - | - |
| 6 | Providing weep holes in Brick masonary/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. | 54 | Each | - | - |
| 7 | SH: GSB
Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) | 4,843.58 | Sqm | - | - |
| 8 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. | 726.54 | Cum | - | - |
| 9 | SH: SHOULDER CLEARANCE
Maintenance of Earthen Shoulder(filling fresh soil) Making up loss of materials/irregularities on shoulders to the design level by adding fresh approved soil and compacting it with appropriate equeipment. | 54,000 | Sqm | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_3339.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 • 0.25 MB
FinaleNITStrngthPugPal.pdf
Tender Documents • 2.87 MB
BOQ_3339.xls
BOQ • 0.83 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 .