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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC H NO 553 B 4 SHIV NAGAR JAMMU JAMMU KASHMIR 180001 | JAMMU | JAMMU AND KASHMIR | 180001 | ₹1.2 Cr | L1 | Accepted-AOC Responsive Bidder L1 |
| 2 | L2₹1.2 Cr+₹2.0 L (1.71%)Rejected-Finance | ₹1.2 Cr+₹2.0 L (1.71%) | L2 | Rejected-Finance Non Responsive Bidder |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
2 May 2026, 2:00 pmClosed
PMGSY Division Udhampur
PMGSY DIVISION UDHAMPUR- I UDHAMPUR
Permanent Restoration on road from Nallah Mallian to Phalal Pkg No JK14 445
2026_JKRRD_147390_1
e-nit 71 Permanent Restoration
Open Tender
Civil Works - Roads
Percentage
45 days
PMGSY Division Ghordi
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
₹2.3 L
15 May 2026
25 Apr 2026
4 May 2026
25 Apr 2026
2 May 2026
25 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 |
|---|---|---|---|---|---|
| 1 | 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 30%. | 1,979 | Cum | 327.84 | ₹6,48,795.36 |
| 2 | Providing & making Gabion structure with Mechanically Woven Double
Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12
(D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter
3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular 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. | 2,747.52 | Cum | 3,093.3 | ₹84,98,903.62 |
| 3 | Back filling(Stone filling) behind R/Wall, abutment, wing wall etc including supply of stones. | 893.95 | Cum | 937.9 | ₹8,38,435.71 |
| 4 | Slip clearance in soils mixed with moorum kankar/shingle/Boulders incl. safe disposal with all leads and lifts complete job as per the directions of the Engineer in-charge at site without Damaging the Public/Pvt. Property. | 795.21 | Cum | 331.15 | ₹2,63,333.79 |
| 5 | Laying, spreading and compacting stone aggregate of specified sizes to
WBM specifications in uniform thickness, hand picking, rolling with 3
wheeled road / vibratory roller 8-10 tonne capacity in stages to proper
grade and camber, applying and brooming requisite type of screening
/binding material to fill up interstices of coarse aggregate, watering and
compacting to the required density | 69.99 | Cum | 768.15 | ₹53,762.82 |
| 6 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm | 69.99 | Cum | 1,204.15 | ₹84,278.46 |
| 7 | Supplying and stacking at site screening 13.2 mm nominal size (Type A) | 10.73 | Cum | 1,204.15 | ₹12,920.53 |
| 8 | Supplying and stacking at site Graded crushed stone aggregate moorum | 5.6 | Cum | 668.95 | ₹3,746.12 |
| 9Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. | |||||
| 9.01 | Stone for an av. 10 km distance | 3,641.47 | Cum | 328.31 | ₹11,95,531.02 |
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