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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 LAccepted-AOC | L1 | Accepted-AOC Being lowest bid | |
| 2 | L2₹29.4 L+₹1.4 L (5.15%)Rejected-Finance | L2 | Rejected-Finance being other than lowest bid | |
| 3 | L3₹35.8 L+₹7.9 L (28.3%)Rejected-Finance | L3 | Rejected-Finance being other than lowest bid |
| Sl No | Description | Qty | Unit | s l sharma and sons L3 | takashdeep traders L1 | M/S GURU DEV BUILDERS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed. | 212.3 | Sqm | 20 ₹4,246 Lowest | 30 ₹6,369 | 23 ₹4,882.9 |
| 2.00 | Excavation in trenches, not exc 1.5 mtr wide and not exc 1.5 mtr in depth for foundation, poles, laying of pipes, laying of cable etc. or for shafts, wells, cesspits, manholes, pier holes etc, not exc 10 Sqm on plan and not exc 1.5 mtr in depth and getting out in any type of soil, complete all as specified and directed. | 69.45 | Cum | 150 ₹10,417.5 | 120 ₹8,334 Lowest | 140 ₹9,723 |
| 3.00 | Excavating in post holes (or similar holes) each not exc 0.50 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering and removing surplus soil to a distance not exc 50 mtr and making good surface in soft / loose soil, complete all as specified and directed. | 9.44 | Each | 80 ₹755.2 | 12 ₹113.28 Lowest | 180 ₹1,699.2 |
| 4.00 | Returning, filling in including spreading, levelling and well ramming in layers not exc 25cm in thick each, complete all as specified and directed. | 42.95 | Cum | 25 ₹1,073.75 | 20 ₹859 Lowest | 50 ₹2,147.5 |
| 5.00 | Removing excavated material to a distance not exc 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point, complete all as specified and directed. | 47.08 | Cum | 50 ₹2,354 | 20 ₹941.6 Lowest | 50 ₹2,354 |
| 6.00 | M&L for hardcore of broken stone or boulders of gauge not exc 63mm, deposited, spread and levelled in layers not exc 15cm thick including watering and ramming to a true surface, complete all as specified and directed. | 32.35 | Cum | 800 ₹25,880 Lowest | 800 ₹25,880 Lowest | 820 ₹26,527 |
| 7.00 | M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in foundation, filling and mass concrete, complete all as specified and directed. | 3.51 | Cum | 2,000 ₹7,020 Lowest | 2,200 ₹7,722 | 2,100 ₹7,371 |
| 8.00 | M&L for plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) as in foundation, filling and mass concrete, complete all as specified and directed. | 0.5 | Cum | 3,000 ₹1,500 | 2,500 ₹1,250 Lowest | 3,200 ₹1,600 |
| 9.00 | M&L for 75mm thick PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in floors, sub base of floor etc, finished the surface even abd smooth without using extra cement, complete all as specified and directed. | 40 | Sqm | 150 ₹6,000 Lowest | 180 ₹7,200 | 160 ₹6,400 |
| 10.00 | M&L for 100mm thick PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) as in floors, sub base of floor etc, finished the surface even abd smooth without using extra cement, complete all as specified and directed. | 142.3 | Sqm | 150 ₹21,345 Lowest | 250 ₹35,575 | 230 ₹32,729 |
Tender Value
₹30.6 L
EMD Value
₹61,280
Closing Date
28 May 2026, 6:00 pmClosed
GE (North) Udhampur
Garrison Engineer (North) Udhampur PIN-901220 C/o 56 APO
PROVN OF TOILET WASHROOM AT ADM AREA OF 200 PET PI ASC AND ADDN / ALTN TO BLDG NO NP-90 GUARD REST ROOM AT 874 AT BN ASC AND PROVN OF GALVALUME SHEETS IN LIEU OF AC SHEETS IN BLDG NO 51 (GURUDWARA) OF 5171 SHED NEAR BLDG NO P-27 OF 5071 ASC BN MT
2026_MES_763838_1
GE/U(N)-45/2026-27
Open Tender
Civil Works
Item Rate
180 days
AOR of GE (North) Udhampur
AS PER NIT
6 documents required · 6 mandatory
₹500
GE (North) Udhampur
₹61,280
Yes
21 Jul 2026
7 May 2026
1 Jun 2026
7 May 2026
28 May 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed. | 212.3 | Sqm | - | - |
| 2 | Excavation in trenches, not exc 1.5 mtr wide and not exc 1.5 mtr in depth for foundation, poles, laying of pipes, laying of cable etc. or for shafts, wells, cesspits, manholes, pier holes etc, not exc 10 Sqm on plan and not exc 1.5 mtr in depth and getting out in any type of soil, complete all as specified and directed. | 69.45 | Cum | - | - |
| 3 | Excavating in post holes (or similar holes) each not exc 0.50 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering and removing surplus soil to a distance not exc 50 mtr and making good surface in soft / loose soil, complete all as specified and directed. | 9.44 | Each | - | - |
| 4 | Returning, filling in including spreading, levelling and well ramming in layers not exc 25cm in thick each, complete all as specified and directed. | 42.95 | Cum | - | - |
| 5 | Removing excavated material to a distance not exc 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point, complete all as specified and directed. | 47.08 | Cum | - | - |
| 6 | M&L for hardcore of broken stone or boulders of gauge not exc 63mm, deposited, spread and levelled in layers not exc 15cm thick including watering and ramming to a true surface, complete all as specified and directed. | 32.35 | Cum | - | - |
| 7 | M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in foundation, filling and mass concrete, complete all as specified and directed. | 3.51 | Cum | - | - |
| 8 | M&L for plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) as in foundation, filling and mass concrete, complete all as specified and directed. | 0.5 | Cum | - | - |
| 9 | M&L for 75mm thick PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in floors, sub base of floor etc, finished the surface even abd smooth without using extra cement, complete all as specified and directed. | 40 | Sqm | - | - |
| 10 | M&L for 100mm thick PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) as in floors, sub base of floor etc, finished the surface even abd smooth without using extra cement, complete all as specified and directed. | 142.3 | Sqm | - | - |
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