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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹25.0 LAdmitted-Fee/PreQual/Technical/Finance | -55.50% | ₹25.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹25.8 L+₹84,153.83 (3.37%)Admitted-Fee/PreQual/Technical/Finance | -54.00% | ₹25.8 L+₹84,153.83 (3.37%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹30.9 L+₹5.9 L (23.6%)Admitted-Fee/PreQual/Technical/Finance | -45.00% | ₹30.9 L+₹5.9 L (23.6%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹34.2 L+₹9.3 L (37.1%)Admitted-Fee/PreQual/Technical/Finance | -38.99% | ₹34.2 L+₹9.3 L (37.1%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹35.1 L+₹10.1 L (40.4%)Admitted-Fee/PreQual/Technical/Finance | -37.50% | ₹35.1 L+₹10.1 L (40.4%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹56.1 L
EMD Value
₹1.1 L
Closing Date
15 May 2026, 4:00 pmClosed
Er Syed Mehdi Executive Engineer TDA Kargil
Beamathang Kargil
Balance work for Development of Amenities and Landscaping of area near Guru Rinpochay Statue at BodhKharboo
2026_LAHDC_18851_1
E-TENDER 04 OF TDA KARGIL 2026-27
Open Tender
Civil Works - Others
Percentage
90 days
BODHKHARBO
Please refer Tender documents.
3 documents required · 3 mandatory
₹565
Yes
Payable To
₹1.1 L
Yes
20 May 2026
29 Apr 2026
16 May 2026
29 Apr 2026
15 May 2026
29 Apr 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 (Hydraulicexcavator) over areas (exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and liftupto 1.5m,as
directed by Engineer-in-charge
All kinds of soil @75% | 1,649.3 | Cum | 208.42 | ₹3,43,747.11 |
| 2 | Ordinary rock@ 15% | 329.86 | Cum | 383.88 | ₹1,26,626.66 |
| 3 | Hard rock (Blasting Prohibited)@10% | 219.9 | Cum | 1,095.42 | ₹2,40,882.86 |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5m in width or10sqm on plan), including dressing of sides and ramming of bottoms, lift upto1.5m, including getting out the excavated soi land disposal of surplus excavated soil as directed,
within a lead of 50 m.
All kinds of soil @75% | 80.01 | Cum | 278.09 | ₹22,249.98 |
| 5 | Ordinary rock@ 15% | 16 | Cum | 504.48 | ₹8,071.68 |
| 6 | Hard rock (Blasting Prohibited)@10% | 10.67 | Cum | 1,216.02 | ₹12,974.93 |
| 7 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc.complete. | 735 | Cum | 688.24 | ₹5,05,856.4 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 16.39 | Cum | 5,725.33 | ₹93,838.16 |
| 9 | Random rubble masonry withhard stone in foundation andplinth including levelling upwith cement concrete1:6:12(1cement :6coarsesand:12graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand | 42.12 | Cum | 5,730.38 | ₹2,41,363.61 |
| 10 | Random rubble masonry with hard stone in super structure above plinth level and upto floor five level, including leveling upwith cement concrete 1:6:12(1cement :6 coarse sand: 12 graded stone aggregate 20 mm nominal size) at window sills,
ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | 71.55 | Cum | 7,176.05 | ₹5,13,446.38 |
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