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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹46.8 LAdmitted-Finance ANURAGPUR PO PANAGARH BAZAR DIST BURDWAN WEST BENGAL 713 148 | PANAGARH BAZAR | BURDWAN | WEST BENGAL | 713148 | H1 | Admitted-Finance | |
| 2 | H2₹46.6 L−₹17,081 (0.36%)Admitted-Finance | H2 | Admitted-Finance | |
| 3 | H3₹44.4 L−₹2.4 L (5.18%)Admitted-Finance SOUTH CANEL PAR PO PANAGARH BAZAR DISTT PASCHIM BARDWAN WB PIN 713148 | PANAGARH BAZAR | PASCHIM BARDWAN | WEST BENGAL | 713148 | H3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Hooghly Construction Co. H3 | UNIQUE ENTERPRISE H1 | JK TRADING H2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas in soft/loose soil, n exc 1.5 m deep and getting out, complete all as specified and as directed. | 130 | Cum | 290 ₹37,700 Lowest | 310 ₹40,300 | 300 ₹39,000 |
| 2.00 | Removing excavated material in soft/loose soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed. | 130 | Cum | 99 ₹12,870 Lowest | 105 ₹13,650 | 100 ₹13,000 |
| 3.00 | M&L for pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. | 375 | Cum | 1,756 ₹6,58,500 | 1,685 ₹6,31,875 Lowest | 1,800 ₹6,75,000 |
| 4.00 | M&L for Hardcore using Broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, all as specified and as directed. | 120 | Cum | 2,050 ₹2,46,000 Lowest | 2,850 ₹3,42,000 | 2,800 ₹3,36,000 |
| 5.00 | M&L for 150mm thick Cement concrete type D2 1:4:8 (40 mm graded stone aggregate) as in pavings, complete all as specified and as directed. | 840 | Sqm | 826 ₹6,93,840 Lowest | 930 ₹7,81,200 | 920 ₹7,72,800 |
| 6.00 | Material & Labour for 50mm sand filling under floors or in foundations including watering and consolidation, complete all as specified and directed. | 42 | Cum | 2,440 ₹1,02,480 Lowest | 2,950 ₹1,23,900 | 2,500 ₹1,05,000 |
| 7.00 | Material & Labour for pre polished factory made precast concrete interlocking paver block (Coloured) any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, with grey cement & no pigment complete all as specified and directed. | 840 | Sqm | 1,398 ₹11,74,320 Lowest | 1,410 ₹11,84,400 | 1,410 ₹11,84,400 |
| 8.00 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed. | 60 | Cum | 15,698 ₹9,41,880 Lowest | 16,800 ₹10,08,000 | 16,000 ₹9,60,000 |
| 9.00 | Supplying and laying of PVC underground drainage sewer system pipe bearing 160 mm dia SN 4 including jointing with couplar, bend tee as per site requirement complete laid in trenches or floors complete all as specified and directed. | 195 | RM | 1,151 ₹2,24,445 | 1,090 ₹2,12,550 Lowest | 1,220 ₹2,37,900 |
| 10.00 | M & L for cement concrete 1:3:6, Type C-1 (Using 20 mm graded stone aggregates) in surface channlels and drains complete all as specified and directed. | 7.46 | Cum | 6,950 ₹51,847 Lowest | 7,100 ₹52,966 | 7,000 ₹52,220 |
Tender Value
₹43.2 L
EMD Value
₹86,500
Closing Date
15 Sept 2026, 6:00 pmClosed
GE PANNGARH
GARRISON ENGINEER PANAGARH, MILITARY ENGINEER SERVICES, PO-PANAGARH, DISTT- BURDWAN, STATE-WEST BENGAL PIN-713420
All as per BOQ
2026_MES_785122_1
8500-668/E8
Open Tender
Civil Works
Works
180 days
PANNGARH
As per tender documents
6 documents required · 6 mandatory
₹500
GE Panagarh
₹86,500
24 Sept 2026
19 Aug 2026
16 Sept 2026
19 Aug 2026
15 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas in soft/loose soil, n exc 1.5 m deep and getting out, complete all as specified and as directed. | 130 | Cum | - | - |
| 2 | Removing excavated material in soft/loose soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed. | 130 | Cum | - | - |
| 3 | M&L for pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. | 375 | Cum | - | - |
| 4 | M&L for Hardcore using Broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, all as specified and as directed. | 120 | Cum | - | - |
| 5 | M&L for 150mm thick Cement concrete type D2 1:4:8 (40 mm graded stone aggregate) as in pavings, complete all as specified and as directed. | 840 | Sqm | - | - |
| 6 | Material & Labour for 50mm sand filling under floors or in foundations including watering and consolidation, complete all as specified and directed. | 42 | Cum | - | - |
| 7 | Material & Labour for pre polished factory made precast concrete interlocking paver block (Coloured) any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, with grey cement & no pigment complete all as specified and directed. | 840 | Sqm | - | - |
| 8 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed. | 60 | Cum | - | - |
| 9 | Supplying and laying of PVC underground drainage sewer system pipe bearing 160 mm dia SN 4 including jointing with couplar, bend tee as per site requirement complete laid in trenches or floors complete all as specified and directed. | 195 | RM | - | - |
| 10 | M & L for cement concrete 1:3:6, Type C-1 (Using 20 mm graded stone aggregates) in surface channlels and drains complete all as specified and directed. | 7.46 | Cum | - | - |
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