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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAccepted-Finance 60 4 MOTILAL GUPTA ROAD KOL 700008 | KOLKATA | WEST BENGAL | 700008 | ₹18.2 L | L1 | Accepted-Finance Responsive Biddetr |
| 2 | L2₹18.9 LRejected-Finance | ₹18.9 L | L2 | Rejected-Finance Non Responsive Biddetr |
| 3 | L3₹23.8 LRejected-Finance | ₹23.8 L | L3 | Rejected-Finance Non Responsive Biddetr |
| 4 | L4₹27.5 LRejected-Finance PARVEEN SINGH SH FAQUIR CHAND SH PYT LARH TEHSIL RAMNAGAR DISTT UDHAMPUR | RAMNAGAR | UDHAMPUR | JAMMU AND KASHMIR | ₹27.5 L | L4 | Rejected-Finance Non Responsive Biddetr |
Updated dates
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
29 Apr 2026, 2:00 pmClosed
PMGSY Division Udhampur
PMGSY Division Udhampur
Permanent Restoration on road from Block Boundary Chenani to Dalsar Khas Pkg No JK14 505
2026_JKRRD_147227_1
e-nit 62 Permanent Restoration
Open Tender
Civil Works - Roads
90 days
PMGSY Division Ghordi
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹70,000
15 May 2026
8 Apr 2026
30 Apr 2026
8 Apr 2026
29 Apr 2026
8 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. | - | 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) | - | 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 | - | - | |
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) | - | Cum | - | - | |
Dry random rubble masonry with hard stone in foundation and plinth: With bond stone | - | Cum | - | - | |
Providing and laying damp-proof Course (Coping/flooring) 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | - | Sqm | - | - | |
Centering and shuttering including strutting, propping etc. and removal of form for: | - | - | - | - | |
Foundations, footings, bases of columns etc. for mass concrete | - | Sqm | - | - | |
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 least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge | - | Cum | - | - | |
Back filling(Stone filling) behind R/Wall, abutment, wing wall etc including supply of stones. | - | Cum | - | - |
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