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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC 306 SHIV BARI MARG PANCHVATI NAGAR BATHINDA 151001 PB | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹3.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.9 LRejected-Finance | ₹3.9 L | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹4.1 LRejected-Finance | ₹4.1 L | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹4.3 LRejected-Finance SIDDHARTH ENCLAVE NEAR JINDAL FACTORY RAMNAGAR ROORKEE 247667 | HARIDWAR | UTTARAKHAND | 247667 | ₹4.3 L | L4 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/s Luxmi Constructions L1 | ANANT ENTERPRISES L4 | GARG INFRA PROJECTS L3 | FATEH ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing not exceeding 15cm deep in soft/ loose soil including cutting of grass, roots, bushes if any and removing from site all grass, roots and extra soil if any complete all as specified and as directed. | 25 | Sqm | 27 ₹675 | 100 ₹2,500 | 60 ₹1,500 | 50 ₹1,250 |
| 2.00 | Excavation in trenches (Manual), not exceeding 1.5m wide and not exceeding 1.5m in depth for foundations of shafts, wells, cess pits, manholes, pipe line, cable in trenches etc., not exceeding 10 Sqm on plan and getting out in any type of soft including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed. | 15 | Cum | 99 ₹1,485 | 200 ₹3,000 | 200 ₹3,000 | 150 ₹2,250 |
| 3.00 | Returning, filling including spreading, leveling watering and well ramming in layers not exceeding 25cm thick in soft/loose soil complete all as specified and as directed. | 3 | Cum | 54 ₹162 | 160 ₹480 | 150 ₹450 | 45 ₹135 |
| 4.00 | Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed. | 10.25 | Cum | 54 ₹553.50 | 160 ₹1,640 | 150 ₹1,537.50 | 55 ₹563.75 |
| 5.00 | Labour for earth filling, spreading and levelling in layers n exc. 25 cm thick (each layer) consolidating the surface with Durmat/hand roller, rolling to required gradient and camber and upto entire satisfaction of Engineer-in-charge including levelling, well ramming and watering as required and consolidation complete all as specified and as directed.
Note :- Earth obtained from excavation shall be re used and nothing extra on account of lead shall be paid. | 1.75 | Cum | 396 ₹693 | 300 ₹525 | 200 ₹350 | 300 ₹525 |
| 6.00 | Material and labour for brick work with sub class ‘B’ old size burnt clay bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed | 18 | Cum | 4,140 ₹74,520 | 6,000 ₹1.1 L | 4,650 ₹83,700 | 5,500 ₹99,000 |
| 7.00 | Material and labour for PCC ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed | 1 | Cum | 2,700 ₹2,700 | 4,500 ₹4,500 | 4,000 ₹4,000 | 3,500 ₹3,500 |
| 8.00 | Material and labour for for hardcore of broken brick bats gauge not exc. 63mm, deposited, spread and levelled in layers not exc. 15cm thick, watered and rammed to a true surface complete all as specified. | 4.2 | Cum | 783 ₹3,288.60 | 2,000 ₹8,400 | 1,500 ₹6,300 | 900 ₹3,780 |
| 9.00 | Material and labour for 125mm thick cement concrete ( 1:3:6), type C-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed. | 13 | Sqm | 459 ₹5,967 | 600 ₹7,800 | 500 ₹6,500 | 250 ₹3,250 |
| 10.00 | Material & Labour for 40 mm thick damp proof course to horizontal or vertical surfaces including necessary formwork in cement concrete (1:2:4), type B-0, (using 12mm graded stone aggregate), including supply and mixing of liquid WPC in mortar @ 200 gm per bag of cement of 50kg, including Polythene film, 50 micron thick, laid on a coat of bitumen primer @ 0.30 to 0.50 kg per sqm, complete all as specified and as directed. | 4 | Sqm | 360 ₹1,440 | 500 ₹2,000 | 300 ₹1,200 | 200 ₹800 |
Updated dates
Tender Value
₹4.5 L
EMD Value
₹8,920
Closing Date
13 Apr 2026, 6:00 pmClosed
GE (AF) BHISIANA
GE (AF) BHISIANA PIN - 151201
PROVN OF LPG CYLINDER STORE EXHAUST FANS AND UPGRADATION OF CERTAIN E/M INFRASTRUCTURE AT AF STN BHISIANA
2026_MES_753525_2
GE/BHI/T-92/2025-26
Open Tender
Civil Works
60 days
GE (AF) BHISIANA
Please refer Tender documents.
9 documents required · 9 mandatory
₹300
GE (AF) BHISIANA
₹8,920
Yes
GE (AF) BHISIANA
20 Apr 2026
25 Mar 2026
15 Apr 2026
25 Mar 2026
13 Apr 2026
31 Mar 2026
25 Mar 2026 - 30 Mar 2026
27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Surface dressing not exceeding 15cm deep in soft/ loose soil including cutting of grass, roots, bushes if any and removing from site all grass, roots and extra soil if any complete all as specified and as directed. | - | Sqm | - | - | |
Excavation in trenches (Manual), not exceeding 1.5m wide and not exceeding 1.5m in depth for foundations of shafts, wells, cess pits, manholes, pipe line, cable in trenches etc., not exceeding 10 Sqm on plan and getting out in any type of soft including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed. | - | Cum | - | - | |
Returning, filling including spreading, leveling watering and well ramming in layers not exceeding 25cm thick in soft/loose soil complete all as specified and as directed. | - | Cum | - | - | |
Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed. | - | Cum | - | - | |
Labour for earth filling, spreading and levelling in layers n exc. 25 cm thick (each layer) consolidating the surface with Durmat/hand roller, rolling to required gradient and camber and upto entire satisfaction of Engineer-in-charge including levelling, well ramming and watering as required and consolidation complete all as specified and as directed.
Note :- Earth obtained from excavation shall be re used and nothing extra on account of lead shall be paid. | - | Cum | - | - | |
Material and labour for brick work with sub class ‘B’ old size burnt clay bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed | - | Cum | - | - | |
Material and labour for PCC ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed | - | Cum | - | - | |
Material and labour for for hardcore of broken brick bats gauge not exc. 63mm, deposited, spread and levelled in layers not exc. 15cm thick, watered and rammed to a true surface complete all as specified. | - | Cum | - | - | |
Material and labour for 125mm thick cement concrete ( 1:3:6), type C-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed. | - | Sqm | - | - | |
Material & Labour for 40 mm thick damp proof course to horizontal or vertical surfaces including necessary formwork in cement concrete (1:2:4), type B-0, (using 12mm graded stone aggregate), including supply and mixing of liquid WPC in mortar @ 200 gm per bag of cement of 50kg, including Polythene film, 50 micron thick, laid on a coat of bitumen primer @ 0.30 to 0.50 kg per sqm, complete all as specified and as directed. | - | Sqm | - | - |
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