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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹5.0 LAccepted-AOC | ₹5.0 L | L-1 | Accepted-AOC Being 1st Lowest |
| 2 | L-2₹5.1 L+₹7,274.98 (1.46%)Rejected-AOC | ₹5.1 L+₹7,274.98 (1.46%) | L-2 | Rejected-AOC Being 2nd Lowest |
Tender Value
₹4.8 L
EMD Value
₹10,000
Closing Date
5 Jan 2026, 9:00 amClosed
EE Nirmand
Executive Engineer Outer Seraj Division HP PWD Nirmand
R/R Damages on Bagipul Sarahan road km. 0/00 to 11/180
2025_PWD_124580_13
No PW OSDN Tender 2025 9153-58 dated 17.12.2025
Open Tender
Civil Works
Percentage
60 days
Nirmand
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
₹10,000
Yes
31 Jan 2026
29 Dec 2025
5 Jan 2026
29 Dec 2025
5 Jan 2026
29 Dec 2025
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.
Providing and Laying plain cement concrete 1:5:10 (one cement : five sand : ten graded stone aggregate 40 mm (forty millimetre) nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including curing and 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 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.
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