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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹41.7 L+₹1.5 L (3.73%)Admitted-Finance MCB Z 2 13519 ST NO 4 GREEN AVENUE BATHINDA 151001 PB | BATHINDA | BATHINDA | PUNJAB | 151001 | L2 | Admitted-Finance | |
| 3 | L3₹42.1 L+₹2.0 L (4.86%)Admitted-Finance AMAN NAGAR STREET NO 2 OLD CANTT ROAD FARIDKOT 151203 PB | FARIDKOT | FARIDKOT | PUNJAB | 151203 | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Vinod Kumar Bajaj L1 | GOURAV M ENTERPRISES L3 | N.G BUILDERS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n.exc 1.5 m wide and n.exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying of cables, DWCP pipesetc. n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil complete all as specified | 179.53 | Cum | 200 ₹35,906 Lowest | 350 ₹62,835.5 | 200 ₹35,906 Lowest |
| 2.00 | Excavating in post holes in soft/ loose soil (or similar holes) each n.exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified | 5 | Each | 100 ₹500 Lowest | 120 ₹600 | 100 ₹500 Lowest |
| 3.00 | M&L for PCC 1:4:8 type D-2 (using 40mm graded aggregate) as in foundation, filling and mass concrete complete all as specified | 4.53 | Cum | 3,500 ₹15,855 | 2,950 ₹13,363.5 | 2,800 ₹12,684 Lowest |
| 4.00 | M&L for Plain Cement Concrete 1:3:6 Type C-2 (using 40 mm graded granite stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed by Engr-in-Charge | 2.11 | Cum | 4,500 ₹9,495 Lowest | 4,550 ₹9,600.5 | 4,500 ₹9,495 Lowest |
| 5.00 | M&L for old size brickwork with fly ash bricks straight or curved on plan exc 6m mean radius wall built in cement mortar 1:6 complete all as specified | 46.79 | Cum | 5,800 ₹2,71,382 Lowest | 6,000 ₹2,80,740 | 6,500 ₹3,04,135 |
| 6.00 | M&L for RCC (1:1½:3) type A-1 (using 20mm graded aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m , lintel bend complete all as specified | 10.8 | Cum | 8,000 ₹86,400 Lowest | 9,800 ₹1,05,840 | 8,500 ₹91,800 |
| 7.00 | M&L for RCC (1:1½:3) type A-1 (using 20mm graded aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies and in shelves complete all as specified | 17.34 | Cum | 9,500 ₹1,64,730 Lowest | 9,800 ₹1,69,932 | 9,500 ₹1,64,730 Lowest |
| 8.00 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified | 84.42 | Sqm | 700 ₹59,094 Lowest | 800 ₹67,536 | 700 ₹59,094 Lowest |
| 9.00 | Form work to sides and soffits of floor or roof beam, beam, hauchings, girders, bressumemers, lintels, cantilevers, shelves incl supports overhangs etc also splays between floors and beams, flat, rough finished surfaces of concrete complete all as specified | 123 | Sqm | 700 ₹86,100 Lowest | 800 ₹98,400 | 700 ₹86,100 Lowest |
| 10.00 | S&F MS TMT Bars of 10 mm dia and over, cut to length, bent to shape required including cranking, binding spirally for hooping for columns hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securining with clip complete all as specified | 2,208.99 | Kg | 100 ₹2,20,899 Lowest | 120 ₹2,65,078.8 | 100 ₹2,20,899 Lowest |
Tender Value
₹37 L
EMD Value
₹74,000
Closing Date
5 Aug 2026, 6:00 pmClosed
GE FARIDKOT
GE Faridkot Faridkot Mil Stn
PROVN OF SHED FOR TRG LAB AT M MED REGT AND CERTAIN OTHER SANCTIONED WORK AT FARIDKOT MIL STN
2026_MES_777617_1
GE/FRD-23/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE FARIDKOT
Class D a i
9 documents required · 9 mandatory
₹500
GE Faridkot
₹74,000
17 Aug 2026
10 Jul 2026
7 Aug 2026
10 Jul 2026
5 Aug 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, n.exc 1.5 m wide and n.exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying of cables, DWCP pipesetc. n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil complete all as specified | 179.53 | Cum | - | - |
| 2 | Excavating in post holes in soft/ loose soil (or similar holes) each n.exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified | 5 | Each | - | - |
| 3 | M&L for PCC 1:4:8 type D-2 (using 40mm graded aggregate) as in foundation, filling and mass concrete complete all as specified | 4.53 | Cum | - | - |
| 4 | M&L for Plain Cement Concrete 1:3:6 Type C-2 (using 40 mm graded granite stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed by Engr-in-Charge | 2.11 | Cum | - | - |
| 5 | M&L for old size brickwork with fly ash bricks straight or curved on plan exc 6m mean radius wall built in cement mortar 1:6 complete all as specified | 46.79 | Cum | - | - |
| 6 | M&L for RCC (1:1½:3) type A-1 (using 20mm graded aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m , lintel bend complete all as specified | 10.8 | Cum | - | - |
| 7 | M&L for RCC (1:1½:3) type A-1 (using 20mm graded aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies and in shelves complete all as specified | 17.34 | Cum | - | - |
| 8 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified | 84.42 | Sqm | - | - |
| 9 | Form work to sides and soffits of floor or roof beam, beam, hauchings, girders, bressumemers, lintels, cantilevers, shelves incl supports overhangs etc also splays between floors and beams, flat, rough finished surfaces of concrete complete all as specified | 123 | Sqm | - | - |
| 10 | S&F MS TMT Bars of 10 mm dia and over, cut to length, bent to shape required including cranking, binding spirally for hooping for columns hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securining with clip complete all as specified | 2,208.99 | Kg | - | - |
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