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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹10.1 L+₹49,607.45 (5.16%)Rejected-Finance | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹10.5 L+₹90,387.38 (9.40%)Rejected-Finance | L3 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | msgurjantconstructioncompany L1 | SHIV SHAKTI BUILDERS L3 | mehar buildcon 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, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil. | 6.75 | Cum | 150 ₹1,012.5 Lowest | 200 ₹1,350 | 300 ₹2,025 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm | 4.5 | Cum | 90 ₹405 Lowest | 90 ₹405 Lowest | 200 ₹900 |
| 3.00 | Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point. | 1.8 | Cum | 90 ₹162 Lowest | 90 ₹162 Lowest | 150 ₹270 |
| 4.00 | M&L for PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in foundation & mass concrete etc complete all as specified. | 2.88 | Cum | 4,500 ₹12,960 Lowest | 5,000 ₹14,400 | 4,800 ₹13,824 |
| 5.00 | Formwork to sides of concrete foundations, footings, bases of columns raft and raft beams sides and soffits of foundation and plinth beam and similar wk vertical or to batter. | 26.4 | Sqm | 570 ₹15,048 Lowest | 700 ₹18,480 | 600 ₹15,840 |
| 6.00 | M&L RCC M-25 (20mm graded aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases beams; under-reamed piles slabs, under-reamed piles and mass concrete. | 2.88 | Cum | 6,700 ₹19,296 Lowest | 7,000 ₹20,160 | 9,200 ₹26,496 |
| 7.00 | M&L RCC M-25 (20mm graded aggregate) in Columns, Pillars, Piers Posts and struts | 2.16 | Cum | 8,500 ₹18,360 Lowest | 9,500 ₹20,520 | 9,200 ₹19,872 |
| 8.00 | 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 biniding with and including MS wire (annealed) not less than 0.9 mm dia or securining with clip all as specified. | 286.78 | Kg | 100 ₹28,677.6 Lowest | 110 ₹31,545.36 | 105 ₹30,111.48 |
| 9.00 | S&F MS TMT Bars of 5 mm dia and over up to 10 mm dia in stirrups, spacers and binders,cut to length bent to shape required including cranking, binding spirally for hooping for columns hooking ends and biniding with and including MS wire annealed not less than 0.9 mm dia or securining with clip all as specified. | 53.61 | Kg | 99.99 ₹5,359.98 Lowest | 115 ₹6,164.6 | 105 ₹5,628.55 |
| 10.00 | M&L Brickwork with fly ash Old size bricks straight or curved on plan exc 6 m mean radius wall built in cement mortar 1:6 all as specified. | 7.5 | Cum | 6,300 ₹47,250 Lowest | 6,500 ₹48,750 | 6,500 ₹48,750 |
Tender Value
₹9.6 L
EMD Value
₹19,260
Closing Date
16 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE FARIDKOT
GE FARIDKOT MIL STN
PROVN OF TEMP PARKING SHED AT MED REGT AND CERTAIN OTHER SANCTIONED WORK AT FARIDKOT MIL STN
2026_MES_785198_1
GE/FRD-40/2026-27
Open Tender
Civil Works
Item Rate
120 days
GE FARIDKOT
Class E a i
9 documents required · 9 mandatory
₹500
GE Faridkot
₹19,260
Yes
28 Oct 2026
19 Aug 2026
18 Sept 2026
19 Aug 2026
16 Sept 2026
2 Sept 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, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil. | 6.75 | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm | 4.5 | Cum | - | - |
| 3 | Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point. | 1.8 | Cum | - | - |
| 4 | M&L for PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in foundation & mass concrete etc complete all as specified. | 2.88 | Cum | - | - |
| 5 | Formwork to sides of concrete foundations, footings, bases of columns raft and raft beams sides and soffits of foundation and plinth beam and similar wk vertical or to batter. | 26.4 | Sqm | - | - |
| 6 | M&L RCC M-25 (20mm graded aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases beams; under-reamed piles slabs, under-reamed piles and mass concrete. | 2.88 | Cum | - | - |
| 7 | M&L RCC M-25 (20mm graded aggregate) in Columns, Pillars, Piers Posts and struts | 2.16 | Cum | - | - |
| 8 | 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 biniding with and including MS wire (annealed) not less than 0.9 mm dia or securining with clip all as specified. | 286.78 | Kg | - | - |
| 9 | S&F MS TMT Bars of 5 mm dia and over up to 10 mm dia in stirrups, spacers and binders,cut to length bent to shape required including cranking, binding spirally for hooping for columns hooking ends and biniding with and including MS wire annealed not less than 0.9 mm dia or securining with clip all as specified. | 53.61 | Kg | - | - |
| 10 | M&L Brickwork with fly ash Old size bricks straight or curved on plan exc 6 m mean radius wall built in cement mortar 1:6 all as specified. | 7.5 | Cum | - | - |
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