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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.8 LAccepted-AOC 361 BEHIND DAV SCHOOL JAWAHAR NAGAR SRINAGAR 190008 | SRINAGAR | JAMMU AND KASHMIR | 190008 | ₹24.8 L Quoted ₹25.4 L | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹26.1 L+₹70,157.44 (2.76%)Rejected-Finance | ₹26.1 L+₹70,157.44 (2.76%) | L2 | Rejected-Finance Other than lowest bidder |
| 3 | L3₹26.4 L+₹95,888.60 (3.77%)Rejected-Finance | ₹26.4 L+₹95,888.60 (3.77%) | L3 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | M/S DUTTA ENGINEERING WORKS L2 | KASHMIR FAIR DEAL SERVICES L1 | M/s Raj Construction L3 |
|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n.exc 15 cm deep and getting out in hard/dense soil complete all as specified and directed by the Engg-in-Charge. | 34 | Sqm | 105 ₹3,570 | 100 ₹3,400 Lowest | 110 ₹3,740 |
| 2.00 | M&L for Excavation in trenches n exc. 1.5m in depth for foundation and not exc 10 sqm on plan and not exc 1.5m in depth and getting out in hard/dense soil complete all as specified and directed by the Engg-in-Charge. | 33 | Cum | 755 ₹24,915 | 750 ₹24,750 Lowest | 775 ₹25,575 |
| 3.00 | M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) in foundation,filling and mass concrete complete all as specified and directed by the Engg-in-Charge. | 2 | Cum | 8,450 ₹16,900 Lowest | 8,500 ₹17,000 | 8,600 ₹17,200 |
| 4.00 | M&L for precast cement concrete type C1, 1:3:6 using 20mm graded stone aggregates, block masonary with solid blocks, exc 10cm width and setting in CM 1:6 complete all as specified and directed by the Engg-in-Charge. | 24.5 | Cum | 10,500 ₹2,57,250 | 10,000 ₹2,45,000 Lowest | 10,650 ₹2,60,925 |
| 5.00 | M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; in flat rough finished surfaces of concrete complete all as specified and directed by the Engg-in-Charge. | 36 | Sqm | 355 ₹12,780 | 350 ₹12,600 Lowest | 385 ₹13,860 |
| 6.00 | M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions in flat fair finished surfaces of concrete complete all as specified and directed by the Engg-in-Charge. | 36 | Sqm | 455 ₹16,380 | 450 ₹16,200 Lowest | 475 ₹17,100 |
| 7.00 | M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc in flat rough finished surfaces of concrete complete all as specified and directed by the Engg-in-Charge. | 39 | Sqm | 445 ₹17,355 Lowest | 450 ₹17,550 | 465 ₹18,135 |
| 8.00 | M&L for TMT bars Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including for mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by the Engg-in-Charge. | 1,152 | Kg | 130 ₹1,49,760 | 125 ₹1,44,000 Lowest | 133 ₹1,53,216 |
| 9.00 | M&L for TMT bars Mild steel bars 5mm dia and over upto and including 10mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including for mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by the Engg-in-Charge. | 360 | Kg | 135 ₹48,600 | 130 ₹46,800 Lowest | 136 ₹48,960 |
| 10.00 | M&L for reinforcement cement concrete (design mix) M-25 (using 20mm graded crushed stone aggregate) in foundation , including rafts, footing,foundation beams, plinth beams, bases for coloums etc.complete all as specified and directed by Engr-in-Charge. | 8.8 | Cum | 12,500 ₹1,10,000 | 12,000 ₹1,05,600 Lowest | 12,750 ₹1,12,200 |
Tender Value
₹23.1 L
EMD Value
₹46,500
Closing Date
27 Jun 2026, 6:00 pmClosed
Garrison Engineer Kargil
Office of the GE Kargil, Pin-908121, C/o 56 APO
CA NO. GE/K-43/2026-27 - PROVN OF 2 BATHROOM AND 3 TOILETS FOR LOWER CAMP OF G COY 163 INF BN TA SIKH LI, 3 BATHROOM AT KIMS OF 22 KUMAON AND SPL REPAIR TO T-184 AND T-186 OJ SHELTER OF 441 FD COY UNDER GE KARGIL
2026_MES_770334_1
CA No. GE/K-43/2026-27
Open Tender
Civil Works
Item Rate
180 days
Kargil
Please refer tender Documents
9 documents required · 9 mandatory
₹500
GE Kargil
₹46,500
30 Jul 2026
6 Jun 2026
29 Jun 2026
6 Jun 2026
27 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n.exc 15 cm deep and getting out in hard/dense soil complete all as specified and directed by the Engg-in-Charge. | 34 | Sqm | - | - |
| - | M&L for Excavation in trenches n exc. 1.5m in depth for foundation and not exc 10 sqm on plan and not exc 1.5m in depth and getting out in hard/dense soil complete all as specified and directed by the Engg-in-Charge. | 33 | Cum | - | - |
| - | M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) in foundation,filling and mass concrete complete all as specified and directed by the Engg-in-Charge. | 2 | Cum | - | - |
| - | M&L for precast cement concrete type C1, 1:3:6 using 20mm graded stone aggregates, block masonary with solid blocks, exc 10cm width and setting in CM 1:6 complete all as specified and directed by the Engg-in-Charge. | 24.5 | Cum | - | - |
| - | M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; in flat rough finished surfaces of concrete complete all as specified and directed by the Engg-in-Charge. | 36 | Sqm | - | - |
| - | M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions in flat fair finished surfaces of concrete complete all as specified and directed by the Engg-in-Charge. | 36 | Sqm | - | - |
| - | M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc in flat rough finished surfaces of concrete complete all as specified and directed by the Engg-in-Charge. | 39 | Sqm | - | - |
| - | M&L for TMT bars Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including for mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by the Engg-in-Charge. | 1,152 | Kg | - | - |
| - | M&L for TMT bars Mild steel bars 5mm dia and over upto and including 10mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including for mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by the Engg-in-Charge. | 360 | Kg | - | - |
| - | M&L for reinforcement cement concrete (design mix) M-25 (using 20mm graded crushed stone aggregate) in foundation , including rafts, footing,foundation beams, plinth beams, bases for coloums etc.complete all as specified and directed by Engr-in-Charge. | 8.8 | Cum | - | - |
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