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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.8 LAccepted-AOC R O CHALLYAR CHENANI UDHAMPUR J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹39.8 L | L1 | Accepted-AOC Responsive Bidder L1 |
| 2 | L2₹44.4 L+₹4.6 L (11.5%)Rejected-Finance R O BASHAT TEHSIL CHENANI DISTRICT UDHAMPUR | ₹44.4 L+₹4.6 L (11.5%) | L2 | Rejected-Finance Non Responsive Bidder |
| 3 | L3₹47.7 L+₹7.9 L (19.8%)Rejected-Finance R O BOHDARDHAR TEHSIL BANIHAL DISTT RAMBAN | RAMBAN | JAMMU AND KASHMIR | 182143 | ₹47.7 L+₹7.9 L (19.8%) | L3 | Rejected-Finance Non Responsive Bidder |
| 4 | L4₹48.5 L+₹8.7 L (21.9%)Rejected-Finance | ₹48.5 L+₹8.7 L (21.9%) | L4 | Rejected-Finance Non Responsive Bidder |
| 5 | L5₹51.7 L+₹11.9 L (30.0%)Rejected-Finance | ₹51.7 L+₹11.9 L (30.0%) | L5 | Rejected-Finance Non Responsive Bidder |
Tender Value
₹80.8 L
EMD Value
₹1.6 L
Closing Date
29 Apr 2026, 2:00 pmClosed
PMGSY Division Udhampur
PMGSY DIVISION UDHAMPUR
Permanent Restoration on road from Marothi to Gansed Pkg No JK14 720
2026_JKRRD_147350_4
e-nit 68 Permanent Restoration
Open Tender
Civil Works - Roads
Percentage
60 days
PMGSY Division Chenani
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹1.6 L
15 Jun 2026
22 Apr 2026
30 Apr 2026
22 Apr 2026
29 Apr 2026
22 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 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). | 0.2 | 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) | 0.2 | 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) | 1 | 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) | 0.2 | Cum | - | - |
| - | Providing concrete for plain concrete in openin foundations up to plinth level in 1:2:4 mix using 20 mm nominal size of aggregates | - | cum | - | - |
| - | Polygonal/ Random Masonary Rubble Masonsry, Uncoursed/brought-to course,laid dry, with Nallah Stone, in Foundation and Plinth including cost of Through/ Bond Stones | - | Cum | - | - |
| - | Dumping stone including cost of stones in Horizontal on level | - | Cum | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for: | - | cum | - | - |
| - | Providing & making Gabion structure with Mechanically Woven DoubleTwisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter3.0mm, mechanically edged/selvedged with partitions at every 1m intervaland shall have minimum 10 numbers of openings per meter of meshperpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied@ 3% by weight of Gabion boxes, filled with boulders with leastdimension of 200 mm, as per drawing, all complete as per direction of
Engineer-in-charge. | 1 | cum | - | - |
| - | Slip clearence in soil mixed with morrum kankar/shingle/boulder incl. safe disposal witrh all leads and lifts complete job as per the directions of Engineer in charge at site without damaging . | 0.6 | cum | - | - |
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