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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.0 LAccepted-AOC C 49 B RADHA GARDEN MEERUT 250001 UP | MEERUT | MEERUT | UTTAR PRADESH | 250001 | ₹28.0 L | L1 | Accepted-AOC Being L1 bidder |
| 2 | L2₹30.8 L+₹2.8 L (9.91%)Rejected-Finance MURSTEY COLONY PLOT NO 16 LEH 194101 LADAKH | LEH LADAKH | LADAKH | 194101 | ₹30.8 L+₹2.8 L (9.91%) | L2 | Rejected-Finance Being other than L1 bidder |
| 3 | L3₹31.0 L+₹3.0 L (10.5%)Rejected-Finance H NO 411 SECTOR 4 CHANNI HIMMAT JAMMU 180015 J K | JAMMU | JAMMU | J K | 180015 | ₹31.0 L+₹3.0 L (10.5%) | L3 | Rejected-Finance Being other than L1 bidder |
| 4 | L4₹31.6 L+₹3.6 L (12.9%)Rejected-Finance | ₹31.6 L+₹3.6 L (12.9%) | L4 | Rejected-Finance Being other than L1 bidder |
| 5 | Rejected-Technical | - | - | Rejected-Technical Documents as per para 8 (b) of NIT page No 9 not uploaded. |
| Sl No | Description | Qty | Unit | M/S MUNEER HASSAN AKHON L4 | Mehar Enterprises L3 | M/S Praveen Kumar and Sons L1 | M/S SHAMSHER ALI SUFI L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in hard/dense soil, complete all as specified and directed. | 74.5 | Sqm | 50 ₹3,725 | 33 ₹2,458.5 Lowest | 100 ₹7,450 | 178 ₹13,261 |
| 2.00 | Excavation in trenches in hard /dense soil not exc 1.5m wide and not exc 1.5 m in depth for foundation etc or for shaft , wells , pier holes etc n exc 10 Sq m on plan and n exc 1.5 m in depth, complete all as specified and directed. | 29.32 | Cum | 200 ₹5,864 Lowest | 260 ₹7,623.2 | 350 ₹10,262 | 543 ₹15,920.76 |
| 3.00 | Returning filling in hard/dense soil including spreading levlling ,watering and well ramming in layers nexc 25cm thick, complete all as specified and directed. | 11.7 | Cum | 100 ₹1,170 | 66 ₹772.2 Lowest | 150 ₹1,755 | 99 ₹1,158.3 |
| 4.00 | Removal of excavated hard/dense soil material to a distance nexc 50 m and depositing at a level nexc 1.5 m above the starting point, complete all as specified and directed. | 72.65 | Cum | 150 ₹10,897.5 | 110 ₹7,991.5 | 150 ₹10,897.5 | 9 ₹653.85 Lowest |
| 5.00 | M&l for PCC type D-2(1:4:8) using 40mm graded crushed aggregate as mass concrete and filling of foundation, complete all as specified and directed. | 5.5 | Cum | 4,500 ₹24,750 Lowest | 5,400 ₹29,700 | 5,000 ₹27,500 | 5,899 ₹32,444.5 |
| 6.00 | M&L for pre-cast cement concrete (using 20mm graded crushed stone aggregate) 1:3:6 type C-1 as in block masonery with solid blocks,exc.10cm in width and setting in cement mortar 1:6, complete all as specified and directed. | 44.5 | Cum | 6,000 ₹2,67,000 Lowest | 7,990 ₹3,55,555 | 6,500 ₹2,89,250 | 8,999.99 ₹4,00,499.55 |
| 7.00 | M&L for providing pre-cast cement concrete(20mm graded crushed stone aggregate) 1:3:6 type C-1 as in block or slabs 10cm thick ( with plain or interlocking joints as directed) and setting in cement mortar 1:6 all as specified | 30 | Sqm | 300 ₹9,000 Lowest | 860 ₹25,800 | 600 ₹18,000 | 900 ₹27,000 |
| 8.00 | M&L for mild steel TMT bars 10mm dia and over cut to length bent to shape as reqd , incl crancking bending ,spirally for hooping columns hooking ends and binding with and including mild steel wire not less than 0.9 mm dia, complete all as specified and directed. | 3,050 | Kg | 120 ₹3,66,000 | 119 ₹3,62,950 Lowest | 120 ₹3,66,000 | 119 ₹3,62,950 Lowest |
| 9.00 | M&L for mild steel TMT bars 6mm dia to 8 mm dia and over upto incl 10mm cut to length bent to shape as reqd ,as in stirrups and spacers, complete all as specified and directed. | 680 | Kg | 120 ₹81,600 Lowest | 121 ₹82,280 | 140 ₹95,200 | 122 ₹82,960 |
| 10.00 | M&L for form work for rough finished concrete surfaces to sides of concreat foundations, footings, bases of columns, raft and raft beams, sides and sofits (if any) of foundations and plinth beams and similar works: verticals or to batter, complete all as specified and directed. | 40 | Sqm | 200 ₹8,000 | 330 ₹13,200 | 200 ₹8,000 | 199 ₹7,960 Lowest |
Tender Value
₹35.8 L
EMD Value
₹71,600
Closing Date
23 Feb 2026, 6:00 pmClosed
GE 865 EWS
GE 865 EWS PIN-913865 c/o 56 APO
CONSTRUCTION OF ONE AMENITY ROOM FOR 66 LABOURS (CASUAL) AT 360 COY ASC (SUPPLY) TYPE G UNDER GE 865 EWS LEH
2026_MES_751154_1
865/EWS(NIT-112)/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE 865 EWS
Please refer tender documents
9 documents required · 9 mandatory
₹500
GE 865 EWS
₹71,600
Yes
15 May 2026
3 Feb 2026
25 Feb 2026
3 Feb 2026
23 Feb 2026
17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in hard/dense soil, complete all as specified and directed. | 74.5 | Sqm | - | - |
| 2 | Excavation in trenches in hard /dense soil not exc 1.5m wide and not exc 1.5 m in depth for foundation etc or for shaft , wells , pier holes etc n exc 10 Sq m on plan and n exc 1.5 m in depth, complete all as specified and directed. | 29.32 | Cum | - | - |
| 3 | Returning filling in hard/dense soil including spreading levlling ,watering and well ramming in layers nexc 25cm thick, complete all as specified and directed. | 11.7 | Cum | - | - |
| 4 | Removal of excavated hard/dense soil material to a distance nexc 50 m and depositing at a level nexc 1.5 m above the starting point, complete all as specified and directed. | 72.65 | Cum | - | - |
| 5 | M&l for PCC type D-2(1:4:8) using 40mm graded crushed aggregate as mass concrete and filling of foundation, complete all as specified and directed. | 5.5 | Cum | - | - |
| 6 | M&L for pre-cast cement concrete (using 20mm graded crushed stone aggregate) 1:3:6 type C-1 as in block masonery with solid blocks,exc.10cm in width and setting in cement mortar 1:6, complete all as specified and directed. | 44.5 | Cum | - | - |
| 7 | M&L for providing pre-cast cement concrete(20mm graded crushed stone aggregate) 1:3:6 type C-1 as in block or slabs 10cm thick ( with plain or interlocking joints as directed) and setting in cement mortar 1:6 all as specified | 30 | Sqm | - | - |
| 8 | M&L for mild steel TMT bars 10mm dia and over cut to length bent to shape as reqd , incl crancking bending ,spirally for hooping columns hooking ends and binding with and including mild steel wire not less than 0.9 mm dia, complete all as specified and directed. | 3,050 | Kg | - | - |
| 9 | M&L for mild steel TMT bars 6mm dia to 8 mm dia and over upto incl 10mm cut to length bent to shape as reqd ,as in stirrups and spacers, complete all as specified and directed. | 680 | Kg | - | - |
| 10 | M&L for form work for rough finished concrete surfaces to sides of concreat foundations, footings, bases of columns, raft and raft beams, sides and sofits (if any) of foundations and plinth beams and similar works: verticals or to batter, complete all as specified and directed. | 40 | Sqm | - | - |
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