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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.4 LAccepted-AOC R O BOHDARDHAR TEHSIL BANIHAL DISTT RAMBAN | RAMBAN | JAMMU AND KASHMIR | 182143 | ₹68.4 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹70.0 L+₹1.6 L (2.27%)Rejected-Finance R O BASHAT TEHSIL CHENANI DISTRICT UDHAMPUR | ₹70.0 L+₹1.6 L (2.27%) | L2 | Rejected-Finance Non Responsive Bidder |
| 3 | L3₹73.2 L+₹4.7 L (6.93%)Rejected-Finance | ₹73.2 L+₹4.7 L (6.93%) | L3 | Rejected-Finance Non Responsive Bidder |
| 4 | L4₹76.7 L+₹8.3 L (12.1%)Rejected-Finance HARSATH OPPPSITE HIRGHER SECONDARY SCHOOL GHAGW GHAGWAL MAIN BAZAR GHAGWAL KATHUA JAMMU KASHMIR 184141 | SAMBA | JAMMU AND KASHMIR | 184141 | ₹76.7 L+₹8.3 L (12.1%) | L4 | Rejected-Finance Non Responsive Bidder |
| 5 | L5₹84.0 L+₹15.6 L (22.7%)Rejected-Finance | ₹84.0 L+₹15.6 L (22.7%) | L5 | Rejected-Finance Non Responsive Bidder |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
2 May 2026, 2:00 pmClosed
PMGSY Division Udhampur
PMGSY DIVISION UDHAMPUR
Permanent Restoration on road from Chenani to pattangarh Pkg No JK14 509
2026_JKRRD_147386_1
e-nit 70 Permanent Restoration
Open Tender
Civil Works - Roads
Percentage
45 days
PMGSY Division Chenani
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
₹2.8 L
4 Jun 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 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 | - | - |
| - | Slip clearance in soil mixed in Moorum Kankar/Shingle/Boulder incl. safe disposal with all leads and lift complete job as per direction of engineer in charge at site without damaging Private/Public Property | - | 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 | - | - |
| - | Providing and laying reinforced concrete in foundations up to plinth level in 1:1.5:3 mix using 20 mm nominal size of aggregates | - | Cum | - | - |
| - | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg | - | - |
| - | 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 | - | - |
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