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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC | ₹8.4 L | L1 | Accepted-AOC Responsive Bidder |
| 2 | L2₹9.2 L+₹77,126 (9.15%)Rejected-Finance NULL | ₹9.2 L+₹77,126 (9.15%) | L2 | Rejected-Finance Non Responsive Bidder |
| 3 | L3₹11.6 L+₹3.1 L (37.1%)Rejected-Finance | ₹11.6 L+₹3.1 L (37.1%) | L3 | Rejected-Finance Non Responsive Bidder |
| 4 | L4₹12.7 L+₹4.3 L (50.8%)Rejected-Finance | ₹12.7 L+₹4.3 L (50.8%) | L4 | Rejected-Finance Non Responsive Bidder |
Tender Value
₹13.6 L
EMD Value
₹27,200
Closing Date
19 Jun 2026, 4:00 pmClosed
PMGSY Division Udhampur
PMGSY Division Udhampur
Permanent Restoration of road from Katwalt to Gali Mandola, Under Package No. JK14-307, Block Chenani, District Udhampur
2026_JKRRD_148293_1
e-nit 74 Permanent Restoration
Open Tender
Civil Works - Roads
Percentage
30 days
Ghordi
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹27,200
10 Jul 2026
12 Jun 2026
20 Jun 2026
12 Jun 2026
19 Jun 2026
12 Jun 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 |
|---|---|---|---|---|---|
| 1 | 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). | 135.06 | Cum | 398.1 | ₹53,767.39 |
| 2 | 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) | 15.02 | Cum | 4,826.5 | ₹72,494.03 |
| 3 | 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) | 47.02 | Cum | 5,733.6 | ₹2,69,593.87 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 156.72 | Sqm | 286.35 | ₹44,876.77 |
| 5 | Providing concrete for plain concrete in openin foundations up to plinth level in 1:2:4 mix using 20 mm nominal size of aggregates | 2.94 | cum | 6,591.25 | ₹19,378.28 |
| 6 | 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. | 233.28 | Cum | 3,093.3 | ₹7,21,605.02 |
| 7 | Dumping stone including cost of stones in Horizontal on level | 29.16 | Cum | 937.5 | ₹27,337.5 |
| 8Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. | |||||
| 8.01 | Sand for an av. 66 Kms disntace. | 29.25 | Cum | 917.78 | ₹26,845.07 |
| 8.02 | Stone Aggregate 40 mm and above Sand for an av. 30 Kms disntace. | 57.86 | Cum | 520.34 | ₹30,106.87 |
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