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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.1 LAccepted-AOC | ₹16.1 L | L1 | Accepted-AOC Responsive Bidder |
| 2 | L2₹17.7 L+₹1.7 L (10.4%)Rejected-Finance | ₹17.7 L+₹1.7 L (10.4%) | L2 | Rejected-Finance Non Responsive Bidder |
| 3 | L3₹18.0 L+₹2.0 L (12.2%)Rejected-Finance BASHAT CHENANI TEH CHENANI DISTT UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹18.0 L+₹2.0 L (12.2%) | L3 | Rejected-Finance Non Responsive Bidder |
| 4 | L4₹18.4 L+₹2.3 L (14.3%)Rejected-Finance | ₹18.4 L+₹2.3 L (14.3%) | L4 | Rejected-Finance Non Responsive Bidder |
| 5 | L5₹18.6 L+₹2.5 L (15.7%)Rejected-Finance BASHAT CHENANI UDHAMPUR JAMMU KASHMIR J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹18.6 L+₹2.5 L (15.7%) | L5 | Rejected-Finance Non Responsive Bidder |
Tender Value
₹29.6 L
EMD Value
₹59,200
Closing Date
23 Apr 2026, 2:00 pmClosed
PMGSY Division Udhampur
PMGSY Division Udhampur
Permanent Restoration on road from Tandar to Charat Via Pakhalai No. JK14-378
2026_JKRRD_147253_14
e-nit 63 Permanent Restoration
Open Tender
Civil Works - Roads
Percentage
45 days
PMGSY Division Chenani
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹59,200
23 May 2026
11 Apr 2026
24 Apr 2026
11 Apr 2026
23 Apr 2026
11 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 | - | - |
| - | 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 | - | - |
| - | 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 | - | - |
| - | Earth filling of available earth | - | Cum | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete | - | Sqm | - | - |
| - | Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. | - | - | - | - |
| - | Sand for an av. 70 Kms disntace. | - | Cum | - | - |
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BOQ_229422.xls
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