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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.2 LAccepted-AOC BASHAT CHENANI TEH CHENANI DISTT UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹49.2 L | L1 | Accepted-AOC Resposnive Bidder |
| 2 | L2₹51.2 LRejected-Finance R O BASHAT TEHSIL CHENANI DISTRICT UDHAMPUR | ₹51.2 L | L2 | Rejected-Finance Non Responsive Bidder |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
2 May 2026, 2:00 pmClosed
PMGSY Division Udhampur
PMGSY DIVISION UDHAMPUR
Permanent Restoration on road from Tandar to Pakhalai Pkg No JK14 301
2026_JKRRD_147386_3
e-nit 70 Permanent Restoration
Open Tender
Civil Works - Roads
45 days
PMGSY Division Chenani
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
₹2.0 L
25 May 2026
24 Apr 2026
4 May 2026
24 Apr 2026
2 May 2026
24 Apr 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 |
|---|---|---|---|---|---|
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal o excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil.70%, Ordnary Rock 20%, Hard Rock 10% (Blasting probhitted). | - | Cum | - | - | |
Earth work in trench excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil.70%, Ordnary Rock 20%, Hard Rock 10% (Blasting probhitted). | - | Cum | - | - | |
Providing and laying RBM filling incl. cost of consolidation and all leads , lifts and carriages complete | - | Cum | - | - | |
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | - | Cum | - | - | |
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | Cum | - | - | |
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | Cum | - | - | |
Polygonal/Random Rubble Masonry uncoursed brought to course in 1:6 fine sand mortar in foundation and plinth with Cement mortar 1:6 (1 Cement : 6 coarse sand) | - | Cum | - | - | |
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | - | Cum | - | - | |
Providing and making Gabbion structure with mechnically woven double twisted hexagonal wire mesh gabion boxes as per IS 16014 2012 Morth mesh type 10*12 D=100mm with tolerance of + -2percent zinc coated mesh wire dia 3.0 mm | - | Cum | - | - | |
Back filling(Stone filling) behind R/Wall, abutment, wing wall etc | - | Cum | - | - |
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tech_eval.pdf
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