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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.8 LAccepted-AOC ZIRAKPUR PUNJAB | S A S NAGAR | PUNJAB | 140103 | L1 | Accepted-AOC lowest Bidder | |
| 2 | L2₹53.6 L+₹3.8 L (7.60%)Rejected-AOC HM 324 PHASE IX SAS NAGAR MOHALI PB | L2 | Rejected-AOC Other than lowest Bidder |
| Sl No | Description | Qty | Unit | M/S MATLOOB AHMED L2 | SS BUILDERS L1 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation in any type of soil, n.exc (not exceeding) 30 cm deep and averaging 15cm deep and and removing rubbish upto a distance of 50 mtrs outside the periphery of the area complete all as specified and directed by Engineer-in-Charge. | 140 | SQUARE METRE | 50 ₹7,000 | 40 ₹5,600 Lowest |
| 2.00 | Excavation in trenches in any type of soil not exceeding 1.50 meter wide and not exceeding 1.5 meter in depth; for foundation or for shafts, wells, cesspits, manholes, pierholes, etc. not exceeding 10 sq. m on plan and getting out complete all as specified. | 301.92 | CUBIC METRE | 200 ₹60,384 Lowest | 200 ₹60,384 Lowest |
| 3.00 | Removing of surplus soil/ excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified and directed by Engineer-in-Charge. | 76.41 | CUBIC METRE | 100 ₹7,641 Lowest | 100 ₹7,641 Lowest |
| 4.00 | Removing of surplus soil/ excavated material to a distance exc. 250 m and not exceeding 500 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified and directed by Engineer-in-Charge. | 39.66 | CUBIC METRE | 150 ₹5,949 | 100 ₹3,966 Lowest |
| 5.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick each,excavated soil in soft/loose soil, complete, all as specified and directed by Engineer-in-Charge. | 195.59 | CUBIC METRE | 60 ₹11,735.4 Lowest | 60 ₹11,735.4 Lowest |
| 6.00 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base | 36 | CUBIC METRE | 80 ₹2,880 Lowest | 100 ₹3,600 |
| 7.00 | Treating the top surface of filled earth with ATT at the rate of 5 litres of emulsion per square metre of surface complete,all as specified and directed by Engineer –in-Charge . | 30 | SQUARE METRE | 200 ₹6,000 | 100 ₹3,000 Lowest |
| 8.00 | Treating the soil along the external perimeter of building with ATT at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete,all as specified and directed by Engineer –in-Charge . | 23 | RUNNING METRE | 150 ₹3,450 | 100 ₹2,300 Lowest |
| 9.00 | Hardcore of broken stone or boulder gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface etc complete all as specified and directed by Engineer-in-Charge.. | 21.2 | CUBIC METRE | 2,500 ₹53,000 | 1,800 ₹38,160 Lowest |
| 10.00 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for Internal dia of pipe 100 mm including disposal of unservicable rubbish outside Cantt area complete all as specified and directed by Engineer in Charge. | 4 | EACH | 500 ₹2,000 Lowest | 600 ₹2,400 |
Tender Value
₹47.5 L
EMD Value
₹95,000
Closing Date
20 Jun 2026, 6:00 pmClosed
GE CHANDIGARH
GE CHANDIGARH N AREA OLD AIRPORT CHOWK CHANDIGARH 160003
GE/CHD/T-113/2025-26 PROVN OF GUARD ROOM WITH RECEPTION ROOM, GUARD ROOM WITH TOILET, TOILET, TOILET BLOCK AND COVERED SHED AT N AREA UNDER GE CHANDIGARH. .
2026_MES_761799_2
GE/CHD/T-113/2025-26
Open Tender
Civil Works
Item Rate
180 days
CHANDIGARH
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE CHANDIGARH
₹95,000
Yes
10 Aug 2026
5 Jun 2026
22 Jun 2026
5 Jun 2026
20 Jun 2026
15 Jun 2026
6 Jun 2026 - 10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation in any type of soil, n.exc (not exceeding) 30 cm deep and averaging 15cm deep and and removing rubbish upto a distance of 50 mtrs outside the periphery of the area complete all as specified and directed by Engineer-in-Charge. | - | SQUARE METRE | - | - |
| 2 | Excavation in trenches in any type of soil not exceeding 1.50 meter wide and not exceeding 1.5 meter in depth; for foundation or for shafts, wells, cesspits, manholes, pierholes, etc. not exceeding 10 sq. m on plan and getting out complete all as specified. | - | CUBIC METRE | - | - |
| 3 | Removing of surplus soil/ excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified and directed by Engineer-in-Charge. | - | CUBIC METRE | - | - |
| 4 | Removing of surplus soil/ excavated material to a distance exc. 250 m and not exceeding 500 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified and directed by Engineer-in-Charge. | - | CUBIC METRE | - | - |
| 5 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick each,excavated soil in soft/loose soil, complete, all as specified and directed by Engineer-in-Charge. | - | CUBIC METRE | - | - |
| 6 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base | - | CUBIC METRE | - | - |
| 7 | Treating the top surface of filled earth with ATT at the rate of 5 litres of emulsion per square metre of surface complete,all as specified and directed by Engineer –in-Charge . | 30 | SQUARE METRE | - | - |
| 8 | Treating the soil along the external perimeter of building with ATT at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete,all as specified and directed by Engineer –in-Charge . | 23 | RUNNING METRE | - | - |
| 9 | Hardcore of broken stone or boulder gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface etc complete all as specified and directed by Engineer-in-Charge.. | - | CUBIC METRE | - | - |
| 10 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for Internal dia of pipe 100 mm including disposal of unservicable rubbish outside Cantt area complete all as specified and directed by Engineer in Charge. | - | EACH | - | - |
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