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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹15.1 LAccepted-AOC GURHA BRAHMANA TEH AKHNOOR DISTT JAMMU PIN 181201 | JAMMU | JAMMU AND KASHMIR | 181201 | ₹15.1 L | L-1 | Accepted-AOC Due to being lowest and reasonable |
| 2 | L-2₹16.7 LRejected-Finance | ₹16.7 L | L-2 | Rejected-Finance FOUND OTHER THAN LOWEST |
| 3 | L-3₹17.7 LRejected-Finance R O BHARDA KALAN P O TEH AKHNOOR PIN 181201 DISTT JAMMU J K | JAMMU | JAMMU AND KASHMIR | 181201 | ₹17.7 L | L-3 | Rejected-Finance FOUND OTHER THAN LOWEST |
| 4 | L-4₹19.5 LRejected-Finance | ₹19.5 L | L-4 | Rejected-Finance FOUND OTHER THAN LOWEST |
| 5 | L-5₹19.8 LRejected-Finance | ₹19.8 L | L-5 | Rejected-Finance FOUND OTHER THAN LOWEST |
| Sl No | Description | Qty | Unit | K C CONSTRUCTION L4 | M/S JEEVAN LAL SHARMA L3 | bushan kumar L1 | KRISHNA BUILDERS L2 | Shri Karshni Builders L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exc. 30cm and averaging 15cm deep getting out in any type of soil, complete all as specified and as directed. | 1,440 | Sqm | 50 ₹72,000 | 25 ₹36,000 | 10 ₹14,400 Lowest | 30 ₹43,200 | 10 ₹14,400 Lowest |
| 2.00 | Removing excavated materials/ soils, not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed by Engineer-In-Charge. | 216 | Cum | 500 ₹1,08,000 | 150 ₹32,400 | 35 ₹7,560 Lowest | 50 ₹10,800 | 110 ₹23,760 |
| 3.00 | M&L for 100mm thick hardcore of gauge n.exc. 63mm, broken stone or boulders, deposited, spread and levelled in layers n.exc. 15cm thick watered and rammed to a true surface, complete all as specified and as directed. | 144 | Cum | 1,500 ₹2,16,000 | 600 ₹86,400 Lowest | 785 ₹1,13,040 | 1,000 ₹1,44,000 | 900 ₹1,29,600 |
| 4.00 | M&L for 100mm thick cement concrete 1:4:8, type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specifed and as directed by Engineer-In-Charge. | 1,440 | Sqm | 200 ₹2,88,000 | 230 ₹3,31,200 | 137 ₹1,97,280 Lowest | 160 ₹2,30,400 | 150 ₹2,16,000 |
| 5.00 | M&L for machine pressed precast concrete interlocking paver block of any size and shape confirming to IS 15658-2006 of 80mm thickness M-40 grade with grey cement and no pigment including 25mm thick sand cushioning, complete all as specified and directed by Engineer-In-Charge. | 1,440 | Sqm | 850 ₹12,24,000 | 875 ₹12,60,000 | 799 ₹11,50,560 Lowest | 845 ₹12,16,800 | 1,090 ₹15,69,600 |
| 6.00 | Providing and laying at or near ground level factory made kerb stone of M-25 (Design mix) grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, complete all as specified and as directed. | 4 | Cum | 8,500 ₹34,000 | 5,000 ₹20,000 Lowest | 6,133 ₹24,532 | 5,100 ₹20,400 | 5,000 ₹20,000 Lowest |
| 7.00 | M&L for plain cement concrete type B-1, 1:2:4 (20mm crushed stone aggregate) in kerbs or mud stops rounded or chamfered edges etc., including necessary formwork, complete all as specified and as directed. | 1.5 | Cum | 4,500 ₹6,750 | 5,000 ₹7,500 | 4,300 ₹6,450 Lowest | 4,500 ₹6,750 | 4,500 ₹6,750 |
Tender Value
₹29.1 L
EMD Value
₹58,200
Closing Date
24 Jun 2026, 6:00 pmClosed
GE, GE (SOUTH) AKHNOOR
Military Engineer Services GE (South) Akhnoor PIN- 900234 c/o 56 APO
PROVN OF HARD STANDING FOR B VEH AT JOURIAN GARRISON UNDER GE (S) AKHNOOR.
2026_MES_769506_1
GES/AKH-08/2026-27
Open Tender
Civil Works - Others
Item Rate
180 days
RAKHMUTHI
AS PER NIT
9 documents required · 9 mandatory
₹500
GE SOUTH AKHNOOR
₹58,200
11 Aug 2026
3 Jun 2026
1 Jul 2026
3 Jun 2026
24 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exc. 30cm and averaging 15cm deep getting out in any type of soil, complete all as specified and as directed. | 1,440 | Sqm | - | - |
| 2 | Removing excavated materials/ soils, not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed by Engineer-In-Charge. | 216 | Cum | - | - |
| 3 | M&L for 100mm thick hardcore of gauge n.exc. 63mm, broken stone or boulders, deposited, spread and levelled in layers n.exc. 15cm thick watered and rammed to a true surface, complete all as specified and as directed. | 144 | Cum | - | - |
| 4 | M&L for 100mm thick cement concrete 1:4:8, type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specifed and as directed by Engineer-In-Charge. | 1,440 | Sqm | - | - |
| 5 | M&L for machine pressed precast concrete interlocking paver block of any size and shape confirming to IS 15658-2006 of 80mm thickness M-40 grade with grey cement and no pigment including 25mm thick sand cushioning, complete all as specified and directed by Engineer-In-Charge. | 1,440 | Sqm | - | - |
| 6 | Providing and laying at or near ground level factory made kerb stone of M-25 (Design mix) grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, complete all as specified and as directed. | 4 | Cum | - | - |
| 7 | M&L for plain cement concrete type B-1, 1:2:4 (20mm crushed stone aggregate) in kerbs or mud stops rounded or chamfered edges etc., including necessary formwork, complete all as specified and as directed. | 1.5 | Cum | - | - |
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