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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹22.1 LAdmitted-Finance | -2.00% | ₹22.1 L | L1 | Admitted-Finance |
| 2 | L1₹22.1 LAdmitted-Finance | -2.00% | ₹22.1 L | L1 | Admitted-Finance |
| 3 | L2₹22.4 LAdmitted-Finance | -1.00% | ₹22.4 L | L2 | Admitted-Finance |
| 4 | L3₹23.3 LAdmitted-Finance | +3.00% | ₹23.3 L | L3 | Admitted-Finance |
Tender Value
₹25.0 L
EMD Value
₹50,000
Closing Date
30 Jan 2026, 4:00 pmClosed
Executive Engineer-II
Construction Office, P.U. Campus
Urgent Restoration and Safety Measures for Landslide at Student Holiday Home, Dalhousie(H.P.).
2026_PU_90008_1
6801/EE/Mtc.
Open Tender
Civil Works
180 days
Student Holiday Home, Dalhousie(H.P.).
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹50,000
5 Feb 2026
9 Jan 2026
2 Feb 2026
9 Jan 2026
30 Jan 2026
9 Jan 2026
Civil Work
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (Ref:0 4.1.3)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) (Ref:-4.1.10)
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(Ref:-2.8.1)
Centering and shuttering including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(Ref:-5.9.2)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars. (Ref: 5.22.6)
Providing weapholes in brick masonary/stone masonary/ plain reinforced concrete abutments wing wall return wall with 100mm dia PVC pipe extending through the fill with of the structure with slopr of 1(v):20 (11) towards face complete drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 (Ref:-N.S.)
Stone filling behind retainig walls (Ref:-N.S.)
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