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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.9 LAdmitted-Finance | -55.77% | ₹8.9 L | L1 | Admitted-Finance |
| 2 | L2₹12.8 LAdmitted-Finance | -36.11% | ₹12.8 L | L2 | Admitted-Finance |
| 3 | L3₹14.0 LAdmitted-Finance | -30.00% | ₹14.0 L | L3 | Admitted-Finance |
| 4 | L4₹14.1 LAdmitted-Finance | -29.78% | ₹14.1 L | L4 | Admitted-Finance |
| 5 | L5₹14.2 LAdmitted-Finance | -29.06% | ₹14.2 L | L5 | Admitted-Finance |
Tender Value
₹20.0 L
EMD Value
₹40,040
Closing Date
21 May 2026, 2:00 pmClosed
Xen Jal Shakti Hydraulic Division Kishtwar
Xen Jal Shakti Hydraulic Division Kishtwar
Refer to BOQ
2026_PHE_309911_1
e-NIT 07 of 2026-27
Open Tender
Civil Works
90 days
Xen Jal Shakti Hydraulic Division Kishtwar
Refer to e-NIT
2 documents required · 2 mandatory
₹1,000
Xen Jal Shakti Hydraulic Division Kishtwar
₹40,040
Xen Jal Shakti Hydraulic Division KishtwarXe
23 May 2026
13 May 2026
21 May 2026
13 May 2026
21 May 2026
13 May 2026
16 May 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 B.A wire crates 6x6 with LID cover 1.5x1.5 mtr 100x100 mesh size 4mm thick wire | - | No | 5,000 | - |
| 2 | 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 | - |
| 3 | CEMENT CONCRETE (CAST-IN-SITU) Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | Cum | 5,202.9 | - |
| 4 | 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: 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) | - | Cum | 5,402.9 | - |
| 5 | Hand-packing stones in wire-crates; excluding cost of crates and stones | - | Cum | 371.15 | - |
| 6 | Supply of Stone | - | Cum | 700 | - |
| 7 | Carriage of Stone from Nearest source to site of work by H/L 01Km | - | Cum | 1,212.68 | - |
| 8 | Carriage of Cement from Neartest Market to Road side of work 50 km by MT | - | MT | 658.63 | - |
| 9 | Carriage of Crates from Nearest Market to Road site of work 290 km by MT | - | MT | 9,039.25 | - |
| 10 | Carriage of Cement from Road side to site of work 1.50 km by H/L | - | MT | 610.67 | - |
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