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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-Finance | ₹5.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹5.5 L+₹8,116 (1.49%)Accepted-Finance C O MADAN MOHAN BUILDING TOTU SHIMLA 11 TEH DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹5.5 L+₹8,116 (1.49%) | L2 | Accepted-Finance L2 |
| 3 | L3₹5.9 L+₹45,340 (8.34%)Accepted-Finance VILL BASAHARA PO KARTOT TEHSIL RAMPUR DISTT SHIMLA | SHIMLA | ₹5.9 L+₹45,340 (8.34%) | L3 | Accepted-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-not submitted documents physically on schedule date and time |
| Sl No | Description | Qty | Unit | Gopal Singh L3 | shashikant L2 | Himesh thakur L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas in all width including getting out and disposal of excavated earth all leads, lifts and carriage of material as directed by the Engineer-incharge a)Ordinary rock. | 89.6 | Cubic Metre | 350 ₹31,360 | 300 ₹26,880 | 200 ₹17,920 Lowest |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level etc. complete in all respect as per satisfaction of Engineer-in-Charge. a). 1:2:4 (One cement : two coarse sand) : four graded stone aggregate 20 mm(Twenty milimetre nominal size). | 9 | Cubic Metre | 7,800 ₹70,200 | 6,800 ₹61,200 | 5,500 ₹49,500 Lowest |
| 3.00 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable Material within all lead as per direction of Engineer-in-charge a). Lime mortar cum dry | 56 | Cubic Metre | 450 ₹25,200 Lowest | 600 ₹33,600 | 800 ₹44,800 |
| 4.00 | 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 coated, Mesh wire diameter 3.0 mm, 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 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. | 84 | Cubic Metre | 4,600 ₹3,86,400 | 4,351 ₹3,65,484 | 4,300 ₹3,61,200 Lowest |
| 5.00 | 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 coated, Mesh wire diameter 3.0 mm, 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 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge ( Stone will be supplied by the University). | 28 | Cubic Metre | 2,700 ₹75,600 | 2,299 ₹64,372 Lowest | 2,500 ₹70,000 |
Tender Value
₹4.1 L
EMD Value
₹8,200
Closing Date
27 Mar 2026, 10:00 amClosed
Executive Engineer
O/o Estate Organization UHF Nauni Solan
Providing Gabion structure in the back side of Poly Carbonate House at RHR andTS Mashobra Distt. Shimla
2026_YSPU_131740_1
No.UHF/Const-1/Partfile/2025/ 3696dated 16.03.2026
Open Tender
Civil Works
Item Rate
90 days
Mashobra Shimla
Please refer Tender documents.
4 documents required · 4 mandatory
₹700
EE(D)
₹8,200
27 Mar 2026
17 Mar 2026
27 Mar 2026
17 Mar 2026
27 Mar 2026
17 Mar 2026
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas in all width including getting out and disposal of excavated earth all leads, lifts and carriage of material as directed by the Engineer-incharge a)Ordinary rock.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level etc. complete in all respect as per satisfaction of Engineer-in-Charge. a). 1:2:4 (One cement : two coarse sand) : four graded stone aggregate 20 mm(Twenty milimetre nominal size).
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable Material within all lead as per direction of Engineer-in-charge a). Lime mortar cum dry
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 coated, Mesh wire diameter 3.0 mm, 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 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.
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 coated, Mesh wire diameter 3.0 mm, 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 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge ( Stone will be supplied by the University).
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