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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.9 LAccepted-AOC | ₹46.9 L | L1 | Accepted-AOC Resposnive Bidder L1 |
| 2 | L2₹52.8 L+₹5.9 L (12.6%)Rejected-Finance | ₹52.8 L+₹5.9 L (12.6%) | L2 | Rejected-Finance Non Responsive Bidder |
| 3 | L3₹57.2 L+₹10.3 L (22.0%)Rejected-Finance | ₹57.2 L+₹10.3 L (22.0%) | L3 | Rejected-Finance Non Responsive Bidder |
| 4 | L4₹64.2 L+₹17.3 L (37.0%)Rejected-Finance ADARSH COLONY W NO 03 H NO 115 DISTRICT UDHAMPUR J K UT | UDHAMPUR | UDHAMPUR | JAMMU KASHMIR | ₹64.2 L+₹17.3 L (37.0%) | L4 | Rejected-Finance Non Responsive Bidder |
Tender Value
₹88 L
EMD Value
₹1.8 L
Closing Date
29 Apr 2026, 2:00 pmClosed
PMGSY Division Udhampur
PMGSY DIVISION UDHAMPUR- I UDHAMPUR
Permanent Restoration on road from Prowa Jagir to Chigla Padder Pkg No JK14 662
2026_JKRRD_147360_10
e-nit 69 Permanent Restoration
Open Tender
Civil Works - Roads
Percentage
45 days
PMGSY Division Ghordi
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹1.8 L
15 Jun 2026
23 Apr 2026
30 Apr 2026
23 Apr 2026
29 Apr 2026
23 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.70%, Ordnary Rock 30%. | - | 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 | - | - |
| - | 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 | - | - |
| - | 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 | - | - |
| - | Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. | - | - | - | - |
| - | Sand for an av. 70 Kms disntace. | - | Cum | - | - |
| - | Stone Aggregate 40 mm and above Sand for an av. 40 Kms disntace. | - | Cum | - | - |
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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Tendernotice_1.pdf
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BOQ_229804.xls
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Cor69.pdf
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