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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.7 LAccepted-AOC | ₹55.7 L | L1 | Accepted-AOC Being Lowest |
| 2 | L2₹56.2 LRejected-Finance | ₹56.2 L | L2 | Rejected-Finance Found not OK |
| 3 | L3₹62.0 LRejected-Finance | ₹62.0 L | L3 | Rejected-Finance Found not OK |
| 4 | L4₹62.9 LRejected-Finance | ₹62.9 L | L4 | Rejected-Finance Found not OK |
| 5 | L5₹63.4 LRejected-Finance 94 PHASE II HOUSING COLONY UDHAMPUR 182101 J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹63.4 L | L5 | Rejected-Finance Found not OK |
| Sl No | Description | Qty | Unit | R.K. Works L6 | Nitika electricals and engineers works L3 | SHIVAE CONSTRUCTION L5 | BHARTI CONSTRUCTIONS L1 | sohtra and co L8 | bamral builder L2 | M/S VINAY KUMAR SHARMA L4 | M/S KALSI ENGINEERS AND CONTRACTORS L7 | ANIL KUMAR SHARMA L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth, for foundation, laying of cables/pipes etc, or for shaft, well, cesspits, manhole, pier holes etc, not exceeding 10Sqm on plan and not exceeding 1.5m in depth and getting out in any type of soil, complete all as specified and directed. | 842 | Cum | 140 ₹1.2 L | 100 ₹84,200 | 170 ₹1.4 L | 120 ₹1.0 L | 350 ₹2.9 L | 90 ₹75,780 | 200 ₹1.7 L | 120 ₹1.0 L | 150 ₹1.3 L |
| 2.00 | All as per srl item No 1 here-in-before but depth exc. 1.5 m and not exc. 3.0 m | 55 | Cum | 190 ₹10,450 | 200 ₹11,000 | 190 ₹10,450 | 120 ₹6,600 | 450 ₹24,750 | 120 ₹6,600 | 200 ₹11,000 | 300 ₹16,500 | 250 ₹13,750 |
| 3.00 | Plain cement concrete type D-2, 1:4:8 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed. | 63 | Cum | 3,000 ₹1.9 L | 3,000 ₹1.9 L | 3,500 ₹2.2 L | 2,800 ₹1.8 L | 3,000 ₹1.9 L | 2,700 ₹1.7 L | 4,200 ₹2.6 L | 2,000 ₹1.3 L | 5,000 ₹3.1 L |
| 4.00 | Reinforced cement concrete (Design mix) M-25 grade (using 20mm graded crushed stone aggregate) as in foundation including raft footing, foundation beam, plinth beam, bases for columns etc basement slab under reamed piles and mass concrete complete all as specified and directed. | 180 | Cum | 6,000 ₹10.8 L | 5,000 ₹9 L | 5,100 ₹9.2 L | 4,900 ₹8.8 L | 5,000 ₹9 L | 5,000 ₹9 L | 5,500 ₹9.9 L | 6,500 ₹11.7 L | 7,000 ₹12.6 L |
| 5.00 | Reinforced cement concrete (Design mix) M-25 grade (using 20mm graded crushed stone aggregate) as in beams, cantilivers, bressummers, lintels over 1.5 m span complete all as specified and directed. | 41 | Cum | 6,000 ₹2.5 L | 5,500 ₹2.3 L | 5,200 ₹2.1 L | 4,900 ₹2.0 L | 6,000 ₹2.5 L | 5,200 ₹2.1 L | 5,500 ₹2.3 L | 6,500 ₹2.7 L | 7,500 ₹3.1 L |
| 6.00 | Reinforced cement concrete (Design mix) M-25 grade (using 20mm graded crushed stone aggregate) as in columns, pillars, piers, posts and struts, complete all as specified and directed. | 53 | Cum | 6,000 ₹3.2 L | 5,500 ₹2.9 L | 5,200 ₹2.8 L | 4,900 ₹2.6 L | 6,000 ₹3.2 L | 5,200 ₹2.8 L | 5,500 ₹2.9 L | 6,500 ₹3.4 L | 8,000 ₹4.2 L |
| 7.00 | Use and waste of formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides & soffits (if any) of foundation and plinth beams and similar work, vertical or to batter including rough finished surfaces of concrete complete all as specified and directed. | 425 | Sqm | 150 ₹63,750 | 150 ₹63,750 | 250 ₹1.1 L | 140 ₹59,500 | 350 ₹1.5 L | 90 ₹38,250 | 100 ₹42,500 | 100 ₹42,500 | 250 ₹1.1 L |
| 8.00 | Use and waste of formwork to sides of pillars, struts, piers, columns and stanchions for rough finished surfaces of concrete, square, rectangular or polygonal, complete all as specified and directed. | 571 | Sqm | 150 ₹85,650 | 150 ₹85,650 | 250 ₹1.4 L | 130 ₹74,230 | 400 ₹2.3 L | 120 ₹68,520 | 100 ₹57,100 | 100 ₹57,100 | 550 ₹3.1 L |
| 9.00 | Use and waste of form work to sides and soffits of flat, lintels etc rough finished etc complete all as specified. | 480 | Sqm | 150 ₹72,000 | 150 ₹72,000 | 250 ₹1.2 L | 130 ₹62,400 | 350 ₹1.7 L | 120 ₹57,600 | 100 ₹48,000 | 100 ₹48,000 | 600 ₹2.9 L |
| 10.00 | TMT bars 10mm dia & over cut to length bent to shape required including, cranking, bending spirally, hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips, complete all as specified and directed. | 17,391 | Kg | 95 ₹16.5 L | 89 ₹15.5 L | 83 ₹14.4 L | 77 ₹13.4 L | 90 ₹15.7 L | 79 ₹13.7 L | 85 ₹14.8 L | 100 ₹17.4 L | 100 ₹17.4 L |
Updated dates
Tender Value
₹75 L
EMD Value
₹1.4 L
Closing Date
22 May 2026, 6:00 pmClosed
CWE NAGROTA
HQ CWE NAGROTA PIN-901208 c/o 56 APO
PROVISION OF SECURITY WALL AT PM SHRI KENDRIYA VIDYALAYA NAGROTA UNDER GE NAGROTA
2026_MES_760533_1
CWE/NGT-03/2026-27
Open Tender
Civil Works
240 days
GE NAGROTA
As per Tender Document
8 documents required · 8 mandatory
₹1,000
GE NAGROTA
₹1.4 L
Yes
25 Jun 2026
16 Apr 2026
25 May 2026
16 Apr 2026
22 May 2026
8 May 2026
16 Apr 2026 - 30 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth, for foundation, laying of cables/pipes etc, or for shaft, well, cesspits, manhole, pier holes etc, not exceeding 10Sqm on plan and not exceeding 1.5m in depth and getting out in any type of soil, complete all as specified and directed. | - | Cum | - | - | itemH1Code1 | |
All as per srl item No 1 here-in-before but depth exc. 1.5 m and not exc. 3.0 m | - | Cum | - | - | itemH2Code2 | |
Plain cement concrete type D-2, 1:4:8 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed. | - | Cum | - | - | itemH2Code3 | |
Reinforced cement concrete (Design mix) M-25 grade (using 20mm graded crushed stone aggregate) as in foundation including raft footing, foundation beam, plinth beam, bases for columns etc basement slab under reamed piles and mass concrete complete all as specified and directed. | - | Cum | - | - | itemH2Code4 | |
Reinforced cement concrete (Design mix) M-25 grade (using 20mm graded crushed stone aggregate) as in beams, cantilivers, bressummers, lintels over 1.5 m span complete all as specified and directed. | - | Cum | - | - | itemH2Code5 | |
Reinforced cement concrete (Design mix) M-25 grade (using 20mm graded crushed stone aggregate) as in columns, pillars, piers, posts and struts, complete all as specified and directed. | - | Cum | - | - | itemH2Code6 | |
Use and waste of formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides & soffits (if any) of foundation and plinth beams and similar work, vertical or to batter including rough finished surfaces of concrete complete all as specified and directed. | - | Sqm | - | - | itemH2Code7 | |
Use and waste of formwork to sides of pillars, struts, piers, columns and stanchions for rough finished surfaces of concrete, square, rectangular or polygonal, complete all as specified and directed. | - | Sqm | - | - | itemH2Code8 | |
Use and waste of form work to sides and soffits of flat, lintels etc rough finished etc complete all as specified. | - | Sqm | - | - | itemH2Code9 | |
TMT bars 10mm dia & over cut to length bent to shape required including, cranking, bending spirally, hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips, complete all as specified and directed. | - | Kg | - | - | itemH2Code10 |
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