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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹25.6 L+₹57,158.53 (2.28%)Rejected-Finance LANE NO 2 HOUSE NO 3 COL KEHAR SINGH COLONY KHUSROPUR JALANDHAR CANTT JALANDHAR PUNJAB 144005 | JALANDHAR | PUNJAB | 144005 | L2 | Rejected-Finance L2 | |
| 3 | L3₹26.9 L+₹1.9 L (7.64%)Rejected-Finance 129 PANCH SHEEL VENUE DEEP NAGAR JALANDHAR CANTT PB | JALANDHAR | PUNJAB | 144001 | L3 | Rejected-Finance L3 | |
| 4 | L4₹28.8 L+₹3.7 L (15.0%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹28.8 L+₹3.8 L (15.1%)Rejected-Finance PLOT NO 881 PREM NAGAR NEW PLOTS JAMMU JAMMU JAMMU KASHMIR 180005 | JAMMU | JAMMU AND KASHMIR | 180005 | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | SANDEEP JHANJI CONSTRUCTIONS L2 | nitin trading company L5 | S S CONSTRUCTION L3 | M/S Vinod Kumar L4 | UNITED ENGINEERING CORPORATION L6 | KMTR MONCHER COLLECTION PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface Excavation not exceeding 30 Cm deep and averaging 15 Cm deep and getting out in Soft/ Loose soil, complete all as specified and as directed. | 284.11 | Sqm | 15 ₹4,261.65 Lowest | 200 ₹56,822 | 100 ₹28,411 | 40 ₹11,364.4 | 170 ₹48,298.7 | 50 ₹14,205.5 |
| 2.00 | Excavating in trenches n.exc 15 m wide and n.exc 1.5 m deep for foundations, etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 Sqm on plan and getting out in ordinary soft/loose soil, complete all as specified and as directed. | 107.39 | Cum | 140 ₹15,034.6 | 200 ₹21,478 | 100 ₹10,739 Lowest | 300 ₹32,217 | 260 ₹27,921.4 | 300 ₹32,217 |
| 3.00 | M&L for PCC (1:4:8) type D-2 (using 40mm graded crushed stone aggregates) lean concrete as in foundation, filling and mass concrete complete all as specified | 2.6 | Cum | 3,200 ₹8,320 | 3,200 ₹8,320 | 2,000 ₹5,200 Lowest | 3,000 ₹7,800 | 4,200 ₹10,920 | 4,400 ₹11,440 |
| 4.00 | M&L for PCC 1:2:4, type B-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. | 0.8 | Cum | 4,900 ₹3,920 | 5,500 ₹4,400 | 4,500 ₹3,600 | 5,000 ₹4,000 | 3,800 ₹3,040 | 3,200 ₹2,560 Lowest |
| 5.00 | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified | 8 | Cum | 3,500 ₹28,000 | 3,200 ₹25,600 | 2,000 ₹16,000 Lowest | 3,000 ₹24,000 | 4,500 ₹36,000 | 4,400 ₹35,200 |
| 6.00 | M&L for TMT bars 10mm dia and over, cut to length, bent to shape as required incl cracking bending hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia, complete all as specified and as directed. | 2,123.46 | Kg | 104 ₹2,20,839.84 | 100 ₹2,12,346 | 110 ₹2,33,580.6 | 100 ₹2,12,346 | 122 ₹2,59,062.12 | 90 ₹1,91,111.4 Lowest |
| 7.00 | Ditto all as per Srl Item No 6 above, but 5 mm dia and over upto and including 10 mm dia inserting, spacers and binders | 608.2 | Kg | 104 ₹63,252.8 | 100 ₹60,820 | 110 ₹66,902 | 100 ₹60,820 | 112 ₹68,118.4 | 90 ₹54,738 Lowest |
| 8.00 | M&L for Mild steel 6 to 8mm dia TMT bars and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips | 200 | Kg | 104 ₹20,800 | 100 ₹20,000 | 110 ₹22,000 | 100 ₹20,000 | 105 ₹21,000 | 90 ₹18,000 Lowest |
| 9.00 | M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and beams, sides and soffits (if any) of foundation and plinth beams , and similar work, vertical or to batter, flat surfaces of concrete , surface is required to be fair finished complete all as specified and as directed. | 36.14 | Sqm | 435 ₹15,720.9 | 800 ₹28,912 | 300 ₹10,842 | 300 ₹10,842 | 197 ₹7,119.58 Lowest | 200 ₹7,228 |
| 10.00 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions, rectangular or polygonal surfaces of concrete, surface is required to be fair finished complete all as specified and as directed. | 38.7 | Sqm | 435 ₹16,834.5 | 800 ₹30,960 | 300 ₹11,610 Lowest | 400 ₹15,480 | 850 ₹32,895 | 500 ₹19,350 |
Tender Value
₹27.7 L
EMD Value
₹55,340
Closing Date
6 Jul 2026, 6:00 pmClosed
Garrison Engineer (East) JRC
Garrison Engineer (East) JRC
PRON OF ONE LPG STORE NEAR BLDG NO. P-22 AT J-1 LOCATION UNDER AND CERTAIN OTHER SANCTIONED WORKS UNDER GE (EAST) JALANDHAR CANTT
2026_MES_764292_2
GE/JULL/ET-04/2026-27
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer (East) JRC
As per tender documents
8 documents required · 8 mandatory
₹500
Garrison Engineer (East) JRC
₹55,340
Yes
6 Oct 2026
23 Jun 2026
8 Jul 2026
23 Jun 2026
6 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface Excavation not exceeding 30 Cm deep and averaging 15 Cm deep and getting out in Soft/ Loose soil, complete all as specified and as directed. | 284.11 | Sqm | - | - |
| 2 | Excavating in trenches n.exc 15 m wide and n.exc 1.5 m deep for foundations, etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 Sqm on plan and getting out in ordinary soft/loose soil, complete all as specified and as directed. | 107.39 | Cum | - | - |
| 3 | M&L for PCC (1:4:8) type D-2 (using 40mm graded crushed stone aggregates) lean concrete as in foundation, filling and mass concrete complete all as specified | 2.6 | Cum | - | - |
| 4 | M&L for PCC 1:2:4, type B-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. | 0.8 | Cum | - | - |
| 5 | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified | 8 | Cum | - | - |
| 6 | M&L for TMT bars 10mm dia and over, cut to length, bent to shape as required incl cracking bending hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia, complete all as specified and as directed. | 2,123.46 | Kg | - | - |
| 7 | Ditto all as per Srl Item No 6 above, but 5 mm dia and over upto and including 10 mm dia inserting, spacers and binders | 608.2 | Kg | - | - |
| 8 | M&L for Mild steel 6 to 8mm dia TMT bars and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips | 200 | Kg | - | - |
| 9 | M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and beams, sides and soffits (if any) of foundation and plinth beams , and similar work, vertical or to batter, flat surfaces of concrete , surface is required to be fair finished complete all as specified and as directed. | 36.14 | Sqm | - | - |
| 10 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions, rectangular or polygonal surfaces of concrete, surface is required to be fair finished complete all as specified and as directed. | 38.7 | Sqm | - | - |
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