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Tender Value
₹2.2 L
EMD Value
₹4,340
Closing Date
2 Sept 2026, 6:00 pm2d left
XEN REW UDHAMPUR
XEN REW UDHAMPUR
BOQ
2026_RDPR_322426_2
2nd Call e-NIT No. 132 REW UDHAMPUR of 2026-27 Dated 25-08-2026
Open Tender
Civil Works
Percentage
30 days
UDHAMPUR
NIT
2 documents required · 2 mandatory
₹600
XEN REW UDHAMPUR
₹4,340
27 Aug 2026
27 Aug 2026
3 Sept 2026
27 Aug 2026
2 Sept 2026
27 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 | Add cost of sign board | 1 | No. | 3,000 | ₹3,000 |
| 2 | Earth Work in Excavation by mechanical means | 180 | cum | 187.3 | ₹33,714 |
| 3 | Earth work in excavation by manual 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: | 10.4 | cum | 295.64 | ₹3,074.66 |
| 4 | Providing and lying in position cement concrete 1 cement:5fine sand:10 graded crushed stone aggregates 40mm size.excludingthe cost of centring and shuttering all work upto plinth Level | 1.74 | cum | 4,826.5 | ₹8,398.11 |
| 5 | Random Rubble masonry with hard stone in foundation and plinth
including 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) | 19.7 | cum | 5,402.9 | ₹1,06,437.13 |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth: | 15.34 | Cum | 2,793.8 | ₹42,856.89 |
| 7 | Carriage of sand | 8.37 | Cum | 1,237.94 | ₹10,361.56 |
| 8 | Carriage of Bajri | 1.55 | Cum | 685.94 | ₹1,063.21 |
| 9 | Carriage of stones | 28.16 | Cum | 309.88 | ₹8,726.22 |
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BOQ_1080671.xls
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