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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr Quoted ₹1.4 Cr | L1 | Accepted-AOC L-1 bidder |
| 2 | L2₹1.5 Cr+₹8.1 L (5.88%)Rejected-Finance 23 1 MANDIR LINE MW SINGTAM NAGAR PANCHAYAT SINGTAM EAST SIKKIM 737134 | EAST DISTRICT | SIKKIM | 737134 | ₹1.5 Cr+₹8.1 L (5.88%) | L2 | Rejected-Finance Total quoted amount is higher than L-1 Bidder |
| 3 | L3₹1.5 Cr+₹10.8 L (7.89%)Rejected-Finance | ₹1.5 Cr+₹10.8 L (7.89%) | L3 | Rejected-Finance Total quoted amount is higher than L-1 Bidder |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
Tender Value
Refer Docs
Closing Date
2 Feb 2021, 5:30 pmClosed
Sr. Manager (Civil)-Contract Division
Teesta-V Power Station, Balutar, Singtam, East Sikkim-737134
Stabilization of left bank hill slope at Dam site of Teesta-V Power Station by providing catch-contour drains and laying of wire mesh gabions from RD10.00M downstream of Dam axis to RD 110.00 M upstream of Dam axis (above EL 660.00 M to EL 710.00
2021_NHPC_610409_1
NH/TSV/Cont/CC-264/NIT-697
Open Tender
Civil Works
Works
180 days
Teesta-V PS, Balutar, Singtam, East Sikkim
As per Tender Documents
5 documents required · 5 mandatory
₹1,120
NHPC Limited
Exempted
19 Mar 2021
18 Jan 2021
4 Feb 2021
18 Jan 2021
2 Feb 2021
18 Jan 2021
18 Jan 2021 - 29 Jan 2021
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.
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M25. Using concrete mixer.
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications.
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%) Zinc+PVC coated, Mesh wire diameter 2.7/3.7mm, 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 2.2/3.2 mm (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 Non- woven Jute Geo -textile(JGT), type-1, 724 GSM including cost of supply, storage and transportation upto site as per specification and direction of Engineer-in- Charge.
S.N.MARKETING
ALPHA PACIFIC SYSTEMS PVT. LTD.
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