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Tender Value
₹2.0 L
EMD Value
₹3,992
Closing Date
4 Aug 2026, 6:00 pm
Executive Engineer Rew Baramulla
REW BARAMULLA
C/o P-Bund near H/o Ab Hamid, Mohd Shafi, and Others at Vohlutra, Scheme ADP(PRI)2026-2027, Block Nadihal
2026_RDPR_316487_2
126/Xen/Rew/Bla/2026-27 Dated 17/07/2026
Open Tender
Civil Works
Percentage
30 days
Baramulla
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer REW Baramulla
₹3,992
17 Jul 2026
17 Jul 2026
5 Aug 2026
17 Jul 2026
4 Aug 2026
17 Jul 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 |
|---|---|---|---|---|---|
| 2 | Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil including dewatering if any | - | Cum | - | - |
| 3 | Dry random rubble massonary with hard stone in foundation and plinth with bond stone incluiding head load if any | 1 | Cum | - | - |
| 4 | Random rubble stone masonry with hard stone in foundation and plinth ncluding levelling up with cement concrete 1:6:12mix upto plinth level and curing complete (quarry stone) cement mortar 1:6 mix incluidng head load if any | 1 | cum | - | - |
| 5 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete | 1 | sqm | 1 | ₹1 |
| 6 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing. | 1 | sqm | - | - |
| 7 | Quarry Stones lead (15Km) | - | Cum | - | - |
| 8 | Headload for 50m | - | cum | - | - |
| 9 | Add provision for Citizen Information board | - | No. | - | - |
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