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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-Finance | ₹7.7 L | L1 | Accepted-Finance L1 Bidder |
| 2 | L2₹10.2 LRejected-Finance THALL LOHAI TESHIL MALHAR | ₹10.2 L | L2 | Rejected-Finance L2 Bidder |
Tender Value
₹12 L
EMD Value
₹24,000
Closing Date
29 Apr 2026, 5:00 pmClosed
Executive Engineer PMGSY Division Ramnagar
Executive Engineer PMGSY Division Ramnagar
Permanent Restoration of Road from Chattrari to Maloti Pkg. No JK14-352, Length 6.00 km, Block Kulwanta
2026_JKRRD_147371_1
PMGSY/Div/Rgr/50 of 2026-27 Dated 23-04-2026
Open Tender
Civil Works - Roads
30 days
Sub Division Dudu
Please see tender document
3 documents required · 3 mandatory
₹600
₹24,000
14 May 2026
24 Apr 2026
30 Apr 2026
24 Apr 2026
29 Apr 2026
24 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.Ordinary Soil 80%, Ordinary Rock 20% | - | 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: M10 (1:3:6 mix) | - | Cum | - | - | |
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete 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 | - | - | |
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | - | 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: M15 Mix(1:2:4) | - | 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 least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. | - | Cum | - | - | |
Slip clearance in soils; mixed with moorum/Kankar/shingle/boulders; disposal
lead upto 50 m and lift upto 1.5 m. | - | cum | - | - | |
Extra lead for removal of slips to the location as directed by Engineer in charge(4km) | - | cum | - | - | |
Carriage of Cement (35km lead) by M.T. from source to site of work incl. loading/unloading complete. | - | ton | - | - |
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