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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.4 LAccepted-AOC | L1 | Accepted-AOC being L1 | |
| 2 | L2₹43.3 L+₹2.6 L (6.29%)Rejected-Finance | L2 | Rejected-Finance other than L1 |
| Sl No | Description | Qty | Unit | tarlok singh contractor L2 | M/S JASPAL CONSTRUCTION CO L1 |
|---|---|---|---|---|---|
| 1.00 | M&L for Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out in hard dense soil complete all as specified and directed. | 190 | Sqm | 20 ₹3,800 Lowest | 100 ₹19,000 |
| 2.00 | M&L for Removing excavated soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point etc complete all as directed. | 166 | Cum | 50 ₹8,300 Lowest | 100 ₹16,600 |
| 3.00 | M&L for Excavating in post holes (or similar holes) in hard/dense soil 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 etc complete all as specified and directed. | 18 | Each | 290 ₹5,220 | 150 ₹2,700 Lowest |
| 4.00 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete etc complete all as specified and directed. | 3.8 | Cum | 4,300 ₹16,340 | 3,800 ₹14,440 Lowest |
| 5.00 | M&L hard core of gauge n exc 63mm, broken stone boulders deposited spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface broken stone or boulders. | 33 | Cum | 1,850 ₹61,050 | 1,000 ₹33,000 Lowest |
| 6.00 | M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate ) as in subase finished to receive floor treatment etc complete all as specified and directed. | 45 | Cum | 2,850 ₹1,28,250 Lowest | 3,600 ₹1,62,000 |
| 7.00 | M & L 25mm thick Cement concrete type B-0, 1:2:4 (12.5mm graded aggregate) as floor complete all as specified and directed. | 60 | Sqm | 120 ₹7,200 Lowest | 175 ₹10,500 |
| 8.00 | S&F Mild Steel of gde Fe 410-W as in plain plates cut to required sizes including forming holes without any attachement etc complete all as specified and directed. | 20 | Kg | 140 ₹2,800 Lowest | 150 ₹3,000 |
| 9.00 | M&L for mild steel work tubular pipes as in stanchions incl special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S.1161-1979 grade St.-240 etc complete all as specified and directed. | 1,155 | Kg | 120 ₹1,38,600 Lowest | 150 ₹1,73,250 |
| 10.00 | S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified etc complete all as specified and directed. | 150 | Sqm | 880 ₹1,32,000 Lowest | 900 ₹1,35,000 |
Tender Value
₹42.5 L
EMD Value
₹85,080
Closing Date
29 Jun 2026, 6:00 pmClosed
GE NAMS
GE NAMS Amritsar
ADDN/ ALTN OF OR LIVING ACCN INCL TOILET OF BLDG NO P-20 OF 15 MECH INF AND OTHER SANCTIONED WORKS UNDER AGE B/R-II AT NAMS
2026_MES_770482_1
GE NAMS-41/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE NAMS
CLASS D CATEGORY a (i)
8 documents required · 8 mandatory
₹500
GE NAMS
₹85,080
10 Aug 2026
8 Jun 2026
2 Jul 2026
8 Jun 2026
29 Jun 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out in hard dense soil complete all as specified and directed. | 190 | Sqm | - | - |
| 2 | M&L for Removing excavated soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point etc complete all as directed. | 166 | Cum | - | - |
| 3 | M&L for Excavating in post holes (or similar holes) in hard/dense soil 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 etc complete all as specified and directed. | 18 | Each | - | - |
| 4 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete etc complete all as specified and directed. | 3.8 | Cum | - | - |
| 5 | M&L hard core of gauge n exc 63mm, broken stone boulders deposited spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface broken stone or boulders. | 33 | Cum | - | - |
| 6 | M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate ) as in subase finished to receive floor treatment etc complete all as specified and directed. | 45 | Cum | - | - |
| 7 | M & L 25mm thick Cement concrete type B-0, 1:2:4 (12.5mm graded aggregate) as floor complete all as specified and directed. | 60 | Sqm | - | - |
| 8 | S&F Mild Steel of gde Fe 410-W as in plain plates cut to required sizes including forming holes without any attachement etc complete all as specified and directed. | 20 | Kg | - | - |
| 9 | M&L for mild steel work tubular pipes as in stanchions incl special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S.1161-1979 grade St.-240 etc complete all as specified and directed. | 1,155 | Kg | - | - |
| 10 | S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified etc complete all as specified and directed. | 150 | Sqm | - | - |
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