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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAccepted-Finance | ₹21.4 L | L1 | Accepted-Finance successfully quoted lowest rate |
| 2 | L2₹27.2 L+₹5.8 L (27.1%)Accepted-Finance STAKMO | ₹27.2 L+₹5.8 L (27.1%) | L2 | Accepted-Finance quoted high rate |
| 3 | L3₹30.7 L+₹9.4 L (43.8%)Accepted-Finance NIMOO | NA | NA | 121004 | ₹30.7 L+₹9.4 L (43.8%) | L3 | Accepted-Finance quoted high rate |
| 4 | L4₹33.4 L+₹12.0 L (56.2%)Accepted-Finance R O LAMAYURU | LAMAYURU | LEH | LADAKH | ₹33.4 L+₹12.0 L (56.2%) | L4 | Accepted-Finance quoted high rate |
| 5 | L5₹36.3 L+₹14.9 L (69.9%)Accepted-Finance IGOO | ₹36.3 L+₹14.9 L (69.9%) | L5 | Accepted-Finance quoted high rate |
Tender Value
₹58.5 L
EMD Value
₹1.2 L
Closing Date
1 Jul 2026, 2:00 pmClosed
Executive Engineer REW Leh
REW LEH
Construction of Water Storage Tank/Percolation Tank at Shang
2026_RDD_19088_3
21- UTL REW Leh of 2026-27
Open Tender
Civil Works - Others
Percentage
60 days
Leh
Please refer Tender documents.
3 documents required · 3 mandatory
₹585
Payable To Executive Engineer REW Leh
₹1.2 L
20 Jul 2026
19 Jun 2026
3 Jul 2026
19 Jun 2026
1 Jul 2026
19 Jun 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 mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All Kind of soil | 189 | cum | 208.42 | ₹39,391.38 |
| - | Ordinary Rock | 346.5 | cum | 383.89 | ₹1,33,017.89 |
| - | Hard rock (Blasting Prohibited) | 94.5 | cum | 1,095.42 | ₹1,03,517.19 |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kind of soil | 1,318.5 | cum | 278.09 | ₹3,66,661.67 |
| - | Ordinary rock | 2,417.25 | cum | 504.48 | ₹12,19,454.28 |
| - | Hard rock (Blasting Prohibited) | 659.25 | cum | 1,216.03 | ₹8,01,667.78 |
| - | Dry stone pitching (any thickness) including cost of stones. On Horizontal | 93.51 | cum | 1,258.05 | ₹1,17,640.26 |
| - | Dry stone pitching (any thickness) including cost of stones.On Slopes | 266.01 | cum | 1,545.09 | ₹4,11,009.39 |
| - | Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing. | 227.1 | sqm | 407.03 | ₹92,436.51 |
| - | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.51 | cum | 6,606.09 | ₹16,581.29 |
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