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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.4 LAdmitted-Finance | -43.63% | ₹11.4 L | L1 | Admitted-Finance |
| 2 | L2₹11.8 LAdmitted-Finance | -41.70% | ₹11.8 L | L2 | Admitted-Finance |
| 3 | L3₹12.5 LAdmitted-Finance | -37.90% | ₹12.5 L | L3 | Admitted-Finance |
| 4 | L4₹14.9 LAdmitted-Finance | -26.31% | ₹14.9 L | L4 | Admitted-Finance |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
4 May 2026, 5:00 pmClosed
Executive Engineer PMGSY Div Budhal
Office of the Executive Engineer PMGSY Div Budhal
Permanent Restoration of road from Sora Bridge to Bhatian, Pkg No.JK12-168, Length 06.00 Kms.
2026_JKRRD_147398_5
EE/PMGSY/B /06 Date.28.04-2026
Open Tender
CIVIL
Budhal
Permanent Restoration of road from Sora Bridge to Bhatian, Pkg No.JK12-168, Length 06.00 Kms.
2 documents required · 2 mandatory
₹600
Yes
Office of the Executive Engineer PMGSY Div Budhal
₹40,000
Yes
Office of the Executive Engineer PMGSY Div Budhal
8 May 2026
28 Apr 2026
5 May 2026
28 Apr 2026
4 May 2026
28 Apr 2026
30 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in excavating for structure as per drawings by mechical means ( hydrulic exacavator) in trenches for foundation of drains pipes cables etc ( not execeeding 1: 5 M in width ) and dressing of siders and ramnming of bottoms lift upto 1: m getting out exevated within lead of 3m depth in AKSin all kinds of soil | 246.02 | Cum | 256.85 | ₹63,190.24 | item 03 |
| 2 | 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 : 8graded stone aggregate 40 mm nominal size) | 13.07 | Cum | 5,202.9 | ₹68,001.9 | item 04 |
| 3 | Polygonal / Random Rubble masonary uncoursed brought to course in 1:6 fine sand morter in foundation and plinth with cement morter 1:6 (1 cement 6 coarse sand 6) | 163.87 | Cum | 5,402.9 | ₹8,85,373.22 | - |
| 4 | Polygonal / Random Rubble masonary laid dry uncoursed brought to course in foundation plinth with bond stone | 93.06 | Cum | 3,262.1 | ₹3,03,571.03 | item 06 |
| 5 | Providing and laying filling hand packed stones in wires crates including cost of stones and crates (NSI) | 172.8 | cum | 1,765.5 | ₹3,05,078.4 | item 08 |
| 6 | Providing and laying coping/ flooring 50mm thick with cement concrete 1.2.4 stone aggrigrate 20mm nominal size and curing complete. | 68.4 | cum | 416.5 | ₹28,488.6 | item 08 |
| 7 | Back filling behind R/wall abutment wing wall return with available stone from earthwork complete as per drawing & technical specification clause 1204.3.8 labour rate. | 114.12 | Cum | 578.15 | ₹65,978.48 | - |
| 8 | Centering and shuttering including strutting propping and removal of form work for foundation mass concrete | 7.2 | sqm | 286.35 | ₹2,061.72 | - |
| 9 | sand for an average distance of 140 Km by mt. | 69.99 | cum | 1,734.74 | ₹1,21,414.45 | - |
| 9.1 | Aggrigrate 40 mm nominal size for an average distance 17 km by MT | 11.63 | RMT | 402.95 | ₹4,686.31 | - |
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