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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-AOC THALL LOHAI TESHIL MALHAR | ₹6.0 L | L1 | Accepted-AOC L1 Bidder |
Tender Value
₹8 L
EMD Value
₹16,000
Closing Date
29 Apr 2026, 5:00 pmClosed
Executive Engineer PMGSY Division Ramnagar
Executive Engineer PMGSY Division Ramnagar
Permanent Restoration of Road from Punara to Lodhra-I,Package No. JK14-672, Length 3.700km Block Dudu
2026_JKRRD_147371_2
PMGSY/Div/Rgr/50 of 2026-27 Dated 23-04-2026
Open Tender
Civil Works - Roads
Percentage
30 days
Sub Division Dudu
Please see tender document
3 documents required · 3 mandatory
₹600
₹16,000
22 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 | - | - |
| - | 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 | - | - |
| - | 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 | - | - |
| - | Back filling with stones behind abutment, wing walls and return walls complete as per drawing and technical specification clause 1204.3.8 | - | 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 | - | - |
| - | Carriage of Sand (07km lead) by M.T. from source to site of work incl. loading/unloading complete. | - | Cum | - | - |
| - | Carriage of Stone Aggregates (07km lead) by M.T. from source to site of work incl. loading/unloading complete. | - | Cum | - | - |
| - | Carriage of Stone (05km lead) by M.T. from source to site of work incl. loading/unloading complete. | - | Cum | - | - |
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