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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80.9 LAccepted-AOC | ₹80.9 L | L1 | Accepted-AOC Responsive Bidder |
| 2 | L2₹94.5 LRejected-Finance GSTIN: 01AATFR9278C1ZWH NO 553 B 4 SHIV NAGAR JAMMU JAMMU KASHMIR 180001 UDYAM JK 07 0047850 | JAMMU | JAMMU AND KASHMIR | 180001 | ₹94.5 L | L2 | Rejected-Finance Non Responsive Bidder |
| 3 | L3₹9.7 CrRejected-Finance GSTIN: 02AGJPK8935F1ZE | ₹9.7 Cr | L3 | Rejected-Finance Non Responsive Bidder |
Updated dates
Tender Value
₹95.2 L
EMD Value
₹1.9 L
Closing Date
1 May 2026, 5:00 pmClosed
PMGSY Division Udhampur
PMGSY DIVISION UDHAMPUR- I UDHAMPUR
Permanent Restoration on road from Tentha to Neeli Nallah Pkg No JK14 664
2026_JKRRD_147360_13
e-nit 69 Permanent Restoration
Open Tender
Civil Works - Roads
45 days
PMGSY Division Ghordi
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹1.9 L
25 May 2026
23 Apr 2026
2 May 2026
23 Apr 2026
1 May 2026
23 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 30%. | - | Cum | - | - | |
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. | - | Cum | - | - | |
Slip clearance in solls mixed with moorum kankar/shingle/Boulders Inci, 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. | - | Cum | - | - | |
Back filling(Stone filling) behind R/Wall, abutment, wing wall etc including supply of stones. | - | Cum | - | - | |
Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. | - | - | - | - | |
Stone for an av. 10 km distance | - | Cum | - | - |
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BOQ_229807.xls
BOQ • 0.32 MB
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