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Tender Value
₹60.0 L
EMD Value
₹1.2 L
Closing Date
1 Oct 2026, 2:00 pm4d left
XEN HYDRAULIC DIVISION KISHTWAR
XEN HYDRAULIC DIVISION KISHTWAR
REFER BOQ
2026_PHE_325911_3
e-NIT No. 51 of 2026-27 Dated. 24-09-2026
Open Tender
Civil Works
Percentage
90 days
Kishtwar
REFER NIT
2 documents required · 2 mandatory
₹1,500
XEN HYDRAULIC DIVISION KISHTWAR
₹1.2 L
24 Sept 2026
24 Sept 2026
1 Oct 2026
24 Sept 2026
1 Oct 2026
24 Sept 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 | SUPPLY OF ZINC COATED GABBION CRATE SIZE 1.50MX1.5MX 6M, MESH I SIZE 100MM X100MM & 2.7MM THICK WIRE (BOX GABION DIAPHRAM 1.5 XIM) | 148 | No | 7,840 | ₹11,60,320 |
| 2 | Slip Clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal
lead upto 50 m and lift upto 1.5 m. | 3,515.4 | Cum | 331.15 | ₹11,64,124.71 |
| 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 ressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed 2.8.1 All kinds of soil | - | Cum | 479.3 | - |
| 4 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 1,998 | Cum | 371.15 | ₹7,41,557.7 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 324.68 | Cum | 218.4 | ₹70,910.11 |
| 6 | Supply of Stone | - | Cum | 700 | - |
| 7 | Carriage of B.A Wire Crates from Neartest Market to Road side of work 290 km by MT | 9.62 | MT | 9,039.25 | ₹86,957.58 |
| 8 | Carriage of B.A Wire Crates from Road side to site of work 0.50 km by H/L | - | MT | 340.01 | - |
| 9 | Carriage of Stone from Nearest source to site of work by H/L 0.50 Km | - | Cum | 698.68 | - |
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