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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAccepted-Finance R O BADHOLE TEHSIL RAMNAGAR DISTRICT UDHAMPUR | ₹17.0 L | L1 | Accepted-Finance Responsive Bidder |
| 2 | L2₹17.8 LRejected-Finance R O VILLAGE DHALPAR TEHSIL DISTT UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹17.8 L | L2 | Rejected-Finance Non Responsive Bidder |
| 3 | L3₹20.0 LRejected-Finance VILLAGE BADHOLE TEHSIL RAMNAGAR DISTRICT UDHAMPUR | ₹20.0 L | L3 | Rejected-Finance Responsive Bidder |
Updated dates
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
28 Apr 2026, 2:00 pmClosed
PMGSY Division Udhampur
PMGSY Division Udhampur
Permanent Restoration on road from Badhole Khas to Surni Package No. JK14-194
2026_JKRRD_147253_6
e-nit 63 Permanent Restoration
Open Tender
Civil Works - Roads
45 days
PMGSY Division Ghordi
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹40,000
16 May 2026
11 Apr 2026
29 Apr 2026
11 Apr 2026
28 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 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.60%, 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 | - | - | |
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: 1:5:10 (1 cement : 5coarse 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 | - | - | |
Surface dressing of the ground including removing of vegetation and in-equzlitles not exceeding 15 cm deep and disposal of rubbish,lead 50 m and lift 1.5 m(all kind of soils) | - | Sqm | - | - | |
Back filling(Stone filling) behind R/Wall, abutment, wing wall etc including supply of stones. | - | Cum | - | - | |
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete | - | Sqm | - | - | |
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. | - | Cum | - | - | |
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 16.94.1 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern | - | Sqm | - | - | |
Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. | - | - | - | - |
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