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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹84.5 LAdmitted-Finance R O BOGDANG | -38.83% | ₹84.5 L | L1 | Admitted-Finance |
| 2 | L2₹84.6 L+₹11,048.20 (0.13%)Admitted-Finance | -38.75% | ₹84.6 L+₹11,048.20 (0.13%) | L2 | Admitted-Finance |
| 3 | L3₹87.7 L+₹3.2 L (3.81%)Admitted-Finance HANUTHANG | HANUMAKONDA | TELANGANA | 505101 | -36.50% | ₹87.7 L+₹3.2 L (3.81%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
20 May 2026, 6:00 pmClosed
Er Syed Mehdi Executive Engineer TDA Kargil
BEAMATHANG
Construction of Realignment of Link Road Karcheykhar near Lord Budha Statue Protection of Rock Carving by diversion of Link Road Karcheykhar village road passing above the head of Maitreya Budha Staue world biggest Colossal Buddha statue to Protect t
2026_LAHDC_18862_1
E-TENDER 05 OF TDA KARGIL 2026-27
Open Tender
Civil Works - Roads
Percentage
270 days
KARCHEY KHAR KARGIL
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,380
Payable To ACCOUNT OFFICER TDA KARGIL
₹2.8 L
3 Jun 2026
30 Apr 2026
21 May 2026
30 Apr 2026
20 May 2026
4 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 | EARTH WORK FOR Link Road: Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.: All kinds of soil @50% | 1,391.22 | Cum | 1 | ₹1,389.83 |
| 2 | Soft Rock @40% | 1,112.97 | Cum | 1 | ₹1,111.86 |
| 3 | Hard Rock Blasting Prohabited @10% | 278.24 | Cum | - | - |
| 4 | 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: All kinds of soil @60% | 148.36 | Cum | - | - |
| 5 | Soft Rock @30% | 74.18 | Cum | - | - |
| 6 | Hard Rock Blasting Prohabited @10% | 24.72 | Cum | - | - |
| 7 | Disposal of excavated earth by mechanical transposrt including laoding and unloading for lead of 05Km | 1,580.93 | Cum | - | - |
| 8 | Providing laying nominal mix plain cement concrete of 1:3:6 mix with crushed stone aggregate in foundtion and plinth. | 54.6 | Cum | 1 | ₹54.55 |
| 9 | Random rubble stone masonry with hard stone in foundation, plinth with bound stone. In 1:6 mix | 622.26 | Cum | - | - |
| 10 | Dry Random rubble stone masonry with hard stone in foundation and plinth | 414.84 | Cum | 1 | ₹414.43 |
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