Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.1 LAccepted-AOC | ₹94.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹93.7 L−₹45,364 (0.48%)Rejected-Finance | ₹93.7 L−₹45,364 (0.48%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically disqualified |
Tender Value
₹87.6 L
EMD Value
₹1.8 L
Closing Date
25 Jun 2024, 5:30 pmClosed
DGM Elect
Contract Division Teesta V Power Station Balutar Singtam Distt East Sikkim 737134
Reservoir Rim Treatment near Dikchu Bazar area from RD 2.15 KM of Dam axis to RD 2.20 KM upstream of Dam axis at Dam site of Teesta V Power Station
2024_NHPC_810860_1
NH/TSV/Cont/CC-325/NIT-917
Open Tender
Civil Works
Works
120 days
Teesta V Dam Site
As per tender document
5 documents required · 5 mandatory
₹1,180
NHPC Limited
₹1.8 L
Yes
15 Nov 2024
10 Jun 2024
1 Jul 2024
10 Jun 2024
25 Jun 2024
10 Jun 2024
10 Jun 2024 - 18 Jun 2024
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared
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 up to 1000 meters.
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 meters.
Reinforced cement concrete in sub-structure as per drawing and Technical Specification RCC Grade M20. Case-I : Using concrete Mixer. Up to 5m height
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. 1:2:4 mix. (1 cement, 2 coarse sand, 4 graded stone aggregate of 20mm & down size)
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014 : 2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged / selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.
Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. 1:1.5:3 (1cement, 1.5 coarse sand,3 graded stone aggregate of 20mm & down size)
Providing, fixing & removing form work for casting R.C.C items as indicated below: with locally available timber) Wall
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 specifications.
M/s Dhan Prasad Nepal
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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
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 .