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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.2 LAccepted-AOC 21 JHAMRI 151 JHAMRI JHAMRI ROHTAK HARYANA 124142 UDYAM HR 07 0030314 | JHAJJAR | HARYANA | 124142 | L1 | Accepted-AOC AOC to lowest bid of M/s Kumar Construction Co | |
| 2 | L2₹44.5 L+₹1.3 L (2.94%)Rejected-Finance | L2 | Rejected-Finance Being other than lowest bid | |
| 3 | L3₹45.2 L+₹1.9 L (4.51%)Rejected-Finance V P O JAGANOO TEH DISTT UDHAMPUR J K 182124 | UDHAMPUR | JAMMU AND KASHMIR | 182124 | L3 | Rejected-Finance Being other than lowest bid | |
| 4 | L4₹45.8 L+₹2.5 L (5.87%)Rejected-Finance NEW HOSPITAL ROAD UDHAMPUR UDHAMPUR UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L4 | Rejected-Finance Being other than lowest bid | |
| 5 | L5₹45.8 L+₹2.6 L (6.07%)Rejected-Finance | L5 | Rejected-Finance Being other than lowest bid |
| Sl No | Description | Qty | Unit | KUMAR CONSTRUCTION CO L1 | HANS RAJ SHARMA L3 | takashdeep traders L6 | d d builders L5 | M/S GURU DEV BUILDERS L2 | MAHAJAN TRADING CO L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation in any type of soil not exceeding 30 cm deep and averaging 15 cm deep and getting out complete all as specified and as directed. | 858 | Sqm | 20 ₹17,160 | 20 ₹17,160 | 25 ₹21,450 | 30 ₹25,740 | 23 ₹19,734 | 10 ₹8,580 Lowest |
| 2.00 | Excavation in trenches n.exc 1.50 m wide and n.exc 1.50m in depth in foundation in any type of soil and getting out complete all as specified and as directed by Engr-in-Charge. | 160 | Cum | 150 ₹24,000 | 100 ₹16,000 Lowest | 100 ₹16,000 Lowest | 150 ₹24,000 | 140 ₹22,400 | 150 ₹24,000 |
| 3.00 | Returning, filling in trenches, including spreading, levelling, watering and well ramming in layers not exc 25 cm in any type of soil complete all as specified and as directed by Engr-in-Charge. | 38 | Cum | 50 ₹1,900 | 50 ₹1,900 | 30 ₹1,140 Lowest | 70 ₹2,660 | 70 ₹2,660 | 30 ₹1,140 Lowest |
| 4.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and as directed. | 213.2 | Cum | 100 ₹21,320 | 50 ₹10,660 | 30 ₹6,396 Lowest | 50 ₹10,660 | 50 ₹10,660 | 30 ₹6,396 Lowest |
| 5.00 | 100mm thick PCC 1:3:6, type C-2 using 40mm graded crushed stone aggregate as in sub base to floors complete all as specified and as directed. | 250 | Sqm | 350 ₹87,500 | 300 ₹75,000 | 220 ₹55,000 | 250 ₹62,500 | 190 ₹47,500 Lowest | 200 ₹50,000 |
| 6.00 | Machine pressed precast concrete Interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 60 mm thickness M-35 Grade complete all as specified and as directed. | 858 | Sqm | 800 ₹6,86,400 | 650 ₹5,57,700 | 650 ₹5,57,700 | 700 ₹6,00,600 | 610 ₹5,23,380 Lowest | 800 ₹6,86,400 |
| 7.00 | Sand filling under floors/cushion to interlocking paver block or in foundations including watering and consolidation complete all as specified and as directed. | 21.45 | Cum | 500 ₹10,725 Lowest | 500 ₹10,725 Lowest | 500 ₹10,725 Lowest | 500 ₹10,725 Lowest | 700 ₹15,015 | 1,000 ₹21,450 |
| 8.00 | M&L for hardcore of broken stone or boulders of gauge not exc 63mm, deposited, spread and leveled in layers not exc. 15cm thick, watered and well rammed to a true surface, complete all as specified and directed. | 68.1 | Cum | 1,000 ₹68,100 | 600 ₹40,860 Lowest | 800 ₹54,480 | 670 ₹45,627 | 950 ₹64,695 | 700 ₹47,670 |
| 9.00 | M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by Engr-in-Charge. | 33 | Cum | 2,890 ₹95,370 | 3,000 ₹99,000 | 2,500 ₹82,500 | 2,200 ₹72,600 | 2,100 ₹69,300 Lowest | 3,000 ₹99,000 |
| 10.00 | M&L for plain cement concrete 1:3:6 type C-1 (using 20mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by Engr-in-Charge. | 35 | Cum | 3,000 ₹1,05,000 | 3,000 ₹1,05,000 | 3,500 ₹1,22,500 | 3,500 ₹1,22,500 | 2,500 ₹87,500 Lowest | 3,500 ₹1,22,500 |
Tender Value
₹47.2 L
EMD Value
₹94,440
Closing Date
12 May 2026, 6:00 pmClosed
GE (North) Udhampur
Garrison Engineer (North) Udhampur PIN-901220 C/o 56 APO
PROVN OF FOOTPATH AT 5071 ASC BN (MT), DRAINAGE WK TILE PATHWAY AT 101 ENGR REGT, HARDSTANDING IN ARV, WALL TILING OF BLDG NO P-41 ECHS POLYCLINIC, ROOF TREATMENT AT 71 SA OFFRS MESS AND ADDN/ ALTN OF BLDG. NO. NP-02, P-04, P-09, P-10AND NALLAH AT 8
2026_MES_761242_1
GE/U(N)-20/2026-27
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
₹94,440
Yes
25 Jun 2026
22 Apr 2026
15 May 2026
22 Apr 2026
12 May 2026
6 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Surface excavation in any type of soil not exceeding 30 cm deep and averaging 15 cm deep and getting out complete all as specified and as directed. | - | Sqm | - | - |
| - | Excavation in trenches n.exc 1.50 m wide and n.exc 1.50m in depth in foundation in any type of soil and getting out complete all as specified and as directed by Engr-in-Charge. | - | Cum | - | - |
| - | Returning, filling in trenches, including spreading, levelling, watering and well ramming in layers not exc 25 cm in any type of soil complete all as specified and as directed by Engr-in-Charge. | - | Cum | - | - |
| - | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and as directed. | - | Cum | - | - |
| - | 100mm thick PCC 1:3:6, type C-2 using 40mm graded crushed stone aggregate as in sub base to floors complete all as specified and as directed. | - | Sqm | - | - |
| - | Machine pressed precast concrete Interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 60 mm thickness M-35 Grade complete all as specified and as directed. | - | Sqm | - | - |
| - | Sand filling under floors/cushion to interlocking paver block or in foundations including watering and consolidation complete all as specified and as directed. | - | Cum | - | - |
| - | M&L for hardcore of broken stone or boulders of gauge not exc 63mm, deposited, spread and leveled in layers not exc. 15cm thick, watered and well rammed to a true surface, complete all as specified and directed. | - | Cum | - | - |
| - | M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by Engr-in-Charge. | - | Cum | - | - |
| - | M&L for plain cement concrete 1:3:6 type C-1 (using 20mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by Engr-in-Charge. | - | Cum | - | - |
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