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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.4 LAccepted-AOC BELOW SLAUGHTER HOUSE KRISHNA NAGER SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | L-1 | Accepted-AOC Being 1st lowest | |
| 2 | L-2₹18.6 L+₹4.3 L (30.0%)Rejected-AOC | L-2 | Rejected-AOC Being 2nd lowest | |
| 3 | L-2₹18.6 L+₹4.3 L (30.0%)Rejected-AOC | L-2 | Rejected-AOC Being 2nd lowest |
Tender Value
₹19.6 L
EMD Value
₹40,000
Closing Date
4 Feb 2026, 9:00 amClosed
EE Nirmand
Executive Engineer Outer Seraj Division HP PWD Nirmand
Restoration of rain damages Bakhnow to Dughashigan road km. 0/00 to 7/210
2026_PWD_126815_3
No PW OSDN Tender 2026 10508-12 dated 19.01.2026
Open Tender
Civil Works
Percentage
60 days
Nirmand
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
₹40,000
Yes
17 Mar 2026
28 Jan 2026
4 Feb 2026
28 Jan 2026
4 Feb 2026
28 Jan 2026
Excavation in soil in Hilly Area in all kinds of soil by all means including cutting and trimming of side slopes and disposing of excavated earth upto all leads and lifts as per drawing and technical Specification clauses 1603.1 and as per direction of The Engineer-In-Charge complete.
Earthwork in excavation for foundation of structures upto all depth as per drawing and technical specification clauses 305.1 including setting out, construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per direction of The Engineer-In-Charge complete.
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clause 702, 704, 1202 & 1203. Randaom rubble masnory in cement mortar 1:6 (one cement : six sand) including curing and carriage of materials in all leads and lifts as per direction of The Engineer-In- Charge complete
Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete.
Providing and laying of boulder apron laid in wire crate with 4mm dia GI wire conforming to IS:280 and IS: 4826 in 100 mm x 100 mm mesh ( woven diagonally ) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification including carriage of materials in all leads and lifts and as per directions of The Engineer – in – Charge complete.
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