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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.8 LAccepted-Finance SHOP NO 102 PHASE 3 NEAR GATE NO 3 NEW AUTO MARKET HISAR 125001 HARYANA | HISAR | HISAR | HARYANA | 125001 | ₹66.8 L | L1 | Accepted-Finance L3 bidder |
| 2 | L2₹82.8 L+₹16.0 L (24.0%)Rejected-Finance | ₹82.8 L+₹16.0 L (24.0%) | L2 | Rejected-Finance L2 Bidder |
| 3 | L3₹89.9 L+₹23.1 L (34.5%)Rejected-Finance 11 OLD POST OFFICE STREET IST FLOOR LEFT SIDE KOLKATA 700001 STATE WEST BENGAL | KOLKATA | WEST BENGAL | 700001 | ₹89.9 L+₹23.1 L (34.5%) | L3 | Rejected-Finance L3 Bidder |
| 4 | Not Admitted-Fee/PreQual/Technical 23 1 MANDIR LINE MW SINGTAM NAGAR PANCHAYAT SINGTAM EAST SIKKIM 737134 | EAST DISTRICT | SIKKIM | 737134 | - | - | Not Admitted-Fee/PreQual/Technical Others-Non-Submission of POA in orginal form as per clause 12.2(IV) |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Non Responsive |
Tender Value
₹92.8 L
EMD Value
₹1.9 L
Closing Date
21 Aug 2026, 4:00 pmClosed
Ashok Kumar Saha
NHIDCL, RO-Gangtok
Special Repair for Teesta Riverbank Protection Works by Construction of Gabion Spur at Bardhang Km 60-480 NH-10 under the Jurisdiction of PMU-Ranipool NHIDCL on Percentage Rate Contract Basis in the State of Sikkim
2026_NHIDC_921190_1
NHIDCL/Ranipool/NH10/SR/26-27
Open Tender
Civil Works
Percentage
120 days
Bardhang
Please refer Tender documents.
4 documents required · 4 mandatory
₹11,800
NHIDCL
₹1.9 L
NHIDCL, RO-Gangtok
8 Sept 2026
7 Aug 2026
22 Aug 2026
7 Aug 2026
21 Aug 2026
14 Aug 2026
8 Aug 2026 - 12 Aug 2026
13 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation | |||||
| 1.1 | 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.)
Ordinary rock by Manual Means | - | - | - | - |
| 1.11 | For Section 1-1' | - | CUM | 438 | - |
| 1.12 | For Section 2-2' | - | CUM | 438 | - |
| 2Section 1-1' (Nos = 2) | |||||
| 2.1 | Gabian Structure for Retaining earth
(Providing and constrcution of a gabian structure for retaining earth with segments of wire crates of size 7mX3mX0.6m each divided into 1.5m compartments by cross netting, made from 4mm galvanised steel wire @32kg per 10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvinising caoting conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100X100mm filled with boulders with least dimension of 200mm, all loose ends to be tied with 4mm galvanised steel wire. | - | - | - | - |
| 2.11 | Step-1-3 | - | CUM | 3,509 | - |
| 2.12 | Step-4-6 | - | CUM | 3,509 | - |
| 2.13 | Step-7 & 8 | - | CUM | 3,509 | - |
| 2.2 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
(a) Granular material | - | CUM | 1,325 | - |
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