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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.9 LAdmitted-Finance | -38.99% | ₹4.9 L | L1 | Admitted-Finance |
| 2 | L2₹5.2 L+₹32,003.55 (6.54%)Admitted-Finance | -35.00% | ₹5.2 L+₹32,003.55 (6.54%) | L2 | Admitted-Finance |
| 3 | L3₹5.7 L+₹76,920.81 (15.7%)Admitted-Finance | -29.40% | ₹5.7 L+₹76,920.81 (15.7%) | L3 | Admitted-Finance |
Tender Value
₹8 L
EMD Value
₹16,000
Closing Date
29 Apr 2026, 5:00 pmClosed
Executive Engineer PMGSY Division Bu
Office of the Executive Engineer PMGSY Division Budhal
Permanent Restoration of road from L039 Prori Gujjran to Gura Sankari PkgNo. JK 12- 204.
2026_JKRRD_147372_6
EE/PMGSY/B/04- DATE.23-04-2026
Open Tender
CIVIL
Percentage
Budhal
Permanent Restoration of road from L039 Prori Gujjran to Gura Sankari PkgNo. JK 12- 204.
2 documents required · 2 mandatory
₹600
Yes
Office of the Executive Engineer PMGSY Division Bu
₹16,000
Yes
Office of the Executive Engineer PMGSY Division Bu
6 May 2026
24 Apr 2026
30 Apr 2026
24 Apr 2026
29 Apr 2026
24 Apr 2026
25 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 excavating for structure as per drawings and technical specifications clause 301.2 including setting out construction of shoring and bracing, removing of slupms and other delirious material and disposal upto lead of 50 mtr, dressing of sides and bottom and back filling in trenches with excavate suitable material including de-watering if any upto 3 mtr depth in all kinds of soil | 62.9 | Cum | 256.85 | ₹16,155.87 |
| - | 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 : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 6.79 | Cum | 5,202.9 | ₹35,327.69 |
| - | 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) | 60.48 | Cum | 5,733.6 | ₹3,46,768.13 |
| - | Polygonal/Random Rubble masonary laid dry uncoursed brought to course in foundation and plinth with bound stone | 68.41 | Cum | - | - |
| - | Drain/slip clearance in soil, mixed with moorum/kankar/shingle/boulder disposal lead upto 50 mtr and lift upto 1.5 mtr | 32.4 | Cum | - | - |
| - | Back filling behind R/wall abutment wing wall Return wall with available stone form earthwork complete as per drawing and technical specification clause 1204.38 labour rate | 20.4 | Sqm | - | - |
| - | Centering and shuttering including strutting,propping etc and removal of form work in foundation, footings etc mass concrete | 80.07 | Sqm | - | - |
| - | Carriage/consumption of material. | - | - | - | - |
| - | Sand for an average distance of 130 km by MT | 37.45 | Cum | - | - |
| - | Aggregate 40 mm normal size for an average distance of 45 km by MT | 7.24 | Cum | - | - |
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