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Tender Value
₹1.6 L
EMD Value
₹3,230
Closing Date
31 Aug 2026, 6:00 pm5d left
Executive Engineer Rew Baramulla
REW BARAMULLA
Construction of Drain/path from shafa khatana to Bela pir ward 6 salamabad A under ADP/PRI for year 2026-27 ,P/H Salamabad A BlockBijhama
2026_RDPR_320500_14
195 Xen/Rew/Bla/2026-27 Dated 11/08/2026
Open Tender
Civil Works
Percentage
30 days
Baramulla
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer REW Baramulla
₹3,230
11 Aug 2026
11 Aug 2026
1 Sept 2026
11 Aug 2026
31 Aug 2026
11 Aug 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 excavation by manuall 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 | - | cum | - | - |
| 2 | Providing/Laying Stone soling Nallah hand packed on level in foundation trenches incl all carraiges of material | - | Cum | - | - |
| 3 | Providing and laying in position plain cement concrete 1:3:6 mix ratio M 10.using 20 mm nominal size agg excluding cost of shuttering i/c curing( all works upto lintel level) | 1 | cum | - | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form
forFoundations, footings, bases of columns etc. for mass concrete | - | sqm | - | - |
| 5 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) | 1 | sqm | 1 | ₹1 |
| 6 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete,but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate | - | sqm | 1 | - |
| 7 | Carriage of aggregate for 85 km avg lead by MT | - | cum | 1 | - |
| 8 | Carriage of aggregate BY H/L | - | cum | 1 | - |
| 9 | Carriage of sand for 60 km avg lead by MT | - | cum | 1 | - |
| 10 | Carriage of sand by H/l | - | cum | - | - |
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