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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-Finance | ₹9.8 L | L1 | Accepted-Finance Responsive Bidder |
| 2 | L2₹16.6 LRejected-Finance R O VILLAGE DHALPAR TEHSIL DISTT UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹16.6 L | L2 | Rejected-Finance Non Responsive Bidder |
| 3 | L3₹20.0 LRejected-Finance GSTIN: 08BBFPS0038F1ZT, 09AJXPM7852J2Z5, 09AOSPS9922H1Z1, 09ASXPS9056P1Z6, 09AYGPS9981EIZO, 09BKTPD0567P1ZE, 09FUGPS4815E1ZC, 20AEKPS7618J1Z8, 20AIOPS5827M1ZQ77 | UNNAO | UTTAR PRADESH | 209801 | ₹20.0 L | L3 | Rejected-Finance Non Responsive Bidder |
| 4 | L4₹20.2 LRejected-Finance | ₹20.2 L | L4 | Rejected-Finance Non Responsive Bidder |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
23 Apr 2026, 2:00 pmClosed
PMGSY Division Udhampur
PMGSY Division Udhampur
Permanent Restoration on road from Treeta Dabber to Upper Manta Package No. JK14-318
2026_JKRRD_147253_12
e-nit 63 Permanent Restoration
Open Tender
Civil Works - Roads
45 days
PMGSY Division Chenani
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹40,000
26 May 2026
11 Apr 2026
24 Apr 2026
11 Apr 2026
23 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 excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: ordinary soil 70%, ordinary rock 20% , hard rocl 10% (blasting prohibited) | - | 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: 1:4:8 (1 cement : 4coarse sand : 8 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 | - | - | |
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 | - | - | |
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 | - | - | |
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete | - | Sqm | - | - | |
Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. | - | - | - | - | |
Sand for an av. 85 Kms disntace. | - | Cum | - | - | |
Stone Aggregate 25mm above for an av. 30 Kms disntace. | - | Cum | - | - |
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