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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.1 LAccepted-AOC | ₹18.1 L | L1 | Accepted-AOC Lowest bidder and quoted reasonable rates |
| 2 | L2₹18.5 L+₹49,496.70 (2.74%)Rejected-Finance | ₹18.5 L+₹49,496.70 (2.74%) | L2 | Rejected-Finance Other than lowest bidder |
| 3 | L3₹19.2 L+₹1.2 L (6.41%)Rejected-Finance 159 RANBIRPURA TEH DRASS DISTT KARGIL PIN 194102 | KARGIL | LADAKH | 194102 | ₹19.2 L+₹1.2 L (6.41%) | L3 | Rejected-Finance Other than lowest bidder |
| 4 | L4₹19.3 L+₹1.2 L (6.67%)Rejected-Finance | ₹19.3 L+₹1.2 L (6.67%) | L4 | Rejected-Finance Other than lowest bidder |
| 5 | L5₹20.1 L+₹2.1 L (11.4%)Rejected-Finance BIAMATHANG BAROO KARGIL J K | KARGIL | KARGIL | J K | ₹20.1 L+₹2.1 L (11.4%) | L5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | M/S M A ENTERPRISES L1 | M/S MOHD KHAN L5 | M/S LIAQAT ALI KHAN L8 | M/S SUN RISE BUILDERS L7 | M/S SK TRADERS L6 | M/S ABBAS ENTERPRISES L4 | Ms/ ladakh technical services L2 | M/S MOHD FAROOQ L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for providing and fixing stainless steel (Grade 304) railing made of hollow tubes,channels, plates etc, including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc of required size on the top of floor or the side of waist slab by using driling with suitable arrangement complete all as specified & directed by the Engg-in-Charge. | 561 | Kg | 520 ₹2,91,720 | 500 ₹2,80,500 | 490 ₹2,74,890 Lowest | 510 ₹2,86,110 | 500 ₹2,80,500 | 550 ₹3,08,550 | 500 ₹2,80,500 | 490 ₹2,74,890 Lowest |
| 2.00 | Excavating in trenches n exc 1.5 m in depth for foundation or for laying of UG Cables, nexc 10 Sqm on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified & directed by the Engg-in-Charge. | 36.55 | Cum | 250 ₹9,137.5 Lowest | 320 ₹11,696 | 400 ₹14,620 | 420 ₹15,351 | 300 ₹10,965 | 290 ₹10,599.5 | 260 ₹9,503 | 300 ₹10,965 |
| 3.00 | M&L for cement concrete 1:4:8 type D2 (using 40mm graded stone aggreagte) as in foundation filling, sub base and mass concrete or similar works complete all as specified & directed by the Engg-in-Charge. | 6.62 | Cum | 7,500 ₹49,650 Lowest | 8,500 ₹56,270 | 11,000 ₹72,820 | 10,500 ₹69,510 | 9,800 ₹64,876 | 9,500 ₹62,890 | 7,500 ₹49,650 Lowest | 8,000 ₹52,960 |
| 4.00 | M&L for Precast cement concrete Type C1 (1:3:6) (using 20mm graded crushed stone agg) block masonary with solid blocks exc 10cm in width and setting in CM 1:4 complete all as specified and directed by Engr-in charge. | 37.15 | Cum | 9,500 ₹3,52,925 Lowest | 9,500 ₹3,52,925 Lowest | 11,000 ₹4,08,650 | 10,500 ₹3,90,075 | 10,000 ₹3,71,500 | 10,000 ₹3,71,500 | 10,000 ₹3,71,500 | 10,000 ₹3,71,500 |
| 5.00 | M&L for Rendering 15mm thick on fair faces brick surfaces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified & directed by the Engg-in-Charge. | 184.96 | Sqm | 350 ₹64,736 Lowest | 450 ₹83,232 | 460 ₹85,081.6 | 456 ₹84,341.76 | 500 ₹92,480 | 450 ₹83,232 | 350 ₹64,736 Lowest | 400 ₹73,984 |
| 6.00 | M&L for Preparing newly plastered surfaces and applying two coat of cement base paint over a coat of primer complete all as specified & directed by the Engg-in-Charge. | 255.88 | Sqm | 110 ₹28,146.8 | 90 ₹23,029.2 Lowest | 200 ₹51,176 | 156 ₹39,917.28 | 120 ₹30,705.6 | 100 ₹25,588 | 100 ₹25,588 | 90 ₹23,029.2 Lowest |
| 7.00 | M&L for Providing precast cement concrete louvres and jallies Type B0 1:2:4 (12.5mm gradede aggregate), 25mm thick (measured solid) set in Cement mortar 1:4, including all mouldings, frame and reinforcement complete all as specified & directed by the Engg-in-Charge. | 35.46 | Sqm | 9,200 ₹3,26,232 | 9,500 ₹3,36,870 | 9,500 ₹3,36,870 | 10,000 ₹3,54,600 | 8,500 ₹3,01,410 Lowest | 8,500 ₹3,01,410 Lowest | 9,000 ₹3,19,140 | 10,000 ₹3,54,600 |
| 8.00 | M&L for cement concrete (nominal mix) Type B0 1:2:4 (12.5mm gradede aggregate) as in roof kerbs or mud stops, Coping rounded or chamfered on edges complete all as specified & directed by the Engg-in-Charge. | 0.8 | Cum | 9,500 ₹7,600 Lowest | 9,500 ₹7,600 Lowest | 9,500 ₹7,600 Lowest | 9,900 ₹7,920 | 9,500 ₹7,600 Lowest | 9,500 ₹7,600 Lowest | 10,000 ₹8,000 | 10,000 ₹8,000 |
| 9.00 | Returning filling incl spreading leveling watering and well ramming in layers not exceeding 25 mm in any type of soil complete all as specified & directed by the Engg-in-Charge. | 8.65 | Cum | 150 ₹1,297.5 | 110 ₹951.5 Lowest | 300 ₹2,595 | 260 ₹2,249 | 220 ₹1,903 | 200 ₹1,730 | 160 ₹1,384 | 180 ₹1,557 |
| 10.00 | Removing excavated material not exc 50m and depositing where directed at a level n. exc. 1.50m above the starting point etc complete all as specified & directed by the Engg-in-Charge. | 26.39 | Cum | 150 ₹3,958.5 | 110 ₹2,902.9 Lowest | 250 ₹6,597.5 | 210 ₹5,541.9 | 210 ₹5,541.9 | 200 ₹5,278 | 160 ₹4,222.4 | 150 ₹3,958.5 |
Tender Value
₹16.6 L
EMD Value
₹33,260
Closing Date
11 May 2026, 6:00 pmClosed
Garrison Engineer Kargil
Office of GE Kargil, Pin - 908121, C/o 56 APO
CA NO. GE/K-28/2026-27 - PROVN OF COMPOUND WALL AND SAFETY RAILING AROUND GUEST ROOM AT 56 MTN BDE AND 01 SHELTER FOR ESTABLISHMENT OF PHOTO GALLARY OF 546 BRAVEHEARTS AT KWM AT DRAS UNDER GE KARGIL
2026_MES_760959_1
CA No. GE/K-28/2026-27
Open Tender
Civil Works
Item Rate
90 days
Drass
Please refer tender documents
9 documents required · 9 mandatory
₹500
GE Kargil
₹33,260
Yes
15 Jun 2026
20 Apr 2026
12 May 2026
20 Apr 2026
11 May 2026
4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | M&L for providing and fixing stainless steel (Grade 304) railing made of hollow tubes,channels, plates etc, including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc of required size on the top of floor or the side of waist slab by using driling with suitable arrangement complete all as specified & directed by the Engg-in-Charge. | - | Kg | - | - |
| - | Excavating in trenches n exc 1.5 m in depth for foundation or for laying of UG Cables, nexc 10 Sqm on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified & directed by the Engg-in-Charge. | - | Cum | - | - |
| - | M&L for cement concrete 1:4:8 type D2 (using 40mm graded stone aggreagte) as in foundation filling, sub base and mass concrete or similar works complete all as specified & directed by the Engg-in-Charge. | - | Cum | - | - |
| - | M&L for Precast cement concrete Type C1 (1:3:6) (using 20mm graded crushed stone agg) block masonary with solid blocks exc 10cm in width and setting in CM 1:4 complete all as specified and directed by Engr-in charge. | - | Cum | - | - |
| - | M&L for Rendering 15mm thick on fair faces brick surfaces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified & directed by the Engg-in-Charge. | - | Sqm | - | - |
| - | M&L for Preparing newly plastered surfaces and applying two coat of cement base paint over a coat of primer complete all as specified & directed by the Engg-in-Charge. | - | Sqm | - | - |
| - | M&L for Providing precast cement concrete louvres and jallies Type B0 1:2:4 (12.5mm gradede aggregate), 25mm thick (measured solid) set in Cement mortar 1:4, including all mouldings, frame and reinforcement complete all as specified & directed by the Engg-in-Charge. | - | Sqm | - | - |
| - | M&L for cement concrete (nominal mix) Type B0 1:2:4 (12.5mm gradede aggregate) as in roof kerbs or mud stops, Coping rounded or chamfered on edges complete all as specified & directed by the Engg-in-Charge. | - | Cum | - | - |
| - | Returning filling incl spreading leveling watering and well ramming in layers not exceeding 25 mm in any type of soil complete all as specified & directed by the Engg-in-Charge. | - | Cum | - | - |
| - | Removing excavated material not exc 50m and depositing where directed at a level n. exc. 1.50m above the starting point etc complete all as specified & directed by the Engg-in-Charge. | - | Cum | - | - |
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