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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹3 L
EMD Value
₹6,000
Closing Date
20 May 2026, 6:00 pmClosed
Executive Engineer Rew Baramulla
REW BARAMULLA
Widening of public park at wahidina near primary health Center at Bandipayeen B Pyt Bandipayeen B Under CDF Block Wagoora
2026_RDPR_309087_1
04/Xen/Rew/Bla/2026-2027 Dated. 29/04/2026
Open Tender
Civil Works
45 days
BARAMULLA
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Yes
Executive Engineer REW Baramulla
₹6,000
21 May 2026
29 Apr 2026
21 May 2026
29 Apr 2026
20 May 2026
29 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 |
|---|---|---|---|---|---|
| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal ofexcavated earth lead upto 50 meters and lift upto 1.5 m, as directed by
Engineer-in-Charge including carriage by MT 7 km | 1 | Cum | - | - |
| 2 | Random rubble masonry with hard stone in foundationincluding 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) | 1 | Cum | - | - |
| 3 | Dry random rubble masonry with hard stone in foundation and plinth | 1 | Cum | - | - |
| 4 | Providing and laying damp-proof Course 40 mm thick with cement concrete1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 1 | SQM | - | - |
| 5 | Pointing on Stone work with cement mortor 1:3 | - | SQM | - | - |
| 6 | Carriage of sand Aggregates by MT 25 km | - | Cum | - | - |
| 7 | Cost of Signboard and photographs | - | job | - | - |
stage.html
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finance_1000854.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_1000854.xls
BOQ • 0.26 MB
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