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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹53.8 LAdmitted-Finance VILL MIRIKPARA GALSI WEST PO GALSI PS GALSI DIST PURBA BARDHAMAN PIN 713406 WB | GALSI | PURBA BARDHAMAN | WEST BENGAL | 713406 | ₹53.8 L | H1 | Admitted-Finance |
| 2 | H2₹53.7 L−₹11,234.65 (0.21%)Admitted-Finance | ₹53.7 L−₹11,234.65 (0.21%) | H2 | Admitted-Finance |
| 3 | H3₹52.9 L−₹96,065.80 (1.78%)Admitted-Finance VILL BONOGRAM PO RANDIA P S BUDBUD DIST BURDWAN PIN 713120 WB | BURDWAN | BURDWAN | WEST BENGAL | 713120 | ₹52.9 L−₹96,065.80 (1.78%) | H3 | Admitted-Finance |
| 4 | H4₹51.1 L−₹2.7 L (5.04%)Admitted-Finance | ₹51.1 L−₹2.7 L (5.04%) | H4 | Admitted-Finance |
| 5 | H5₹49.9 L−₹3.9 L (7.28%)Admitted-Finance | ₹49.9 L−₹3.9 L (7.28%) | H5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | UNIQUE ENTERPRISE H8 | NATIONAL CONSTRUCTION CO H7 | K L BAKSHI AND SONS H6 | M/s S A TRADING H3 | M/s Baba kshatrapal Labour Contract And Construction Co-Operative Society Ltd H2 | M/S TILKU ENTERPRISE H4 | HAZRA ENTERPRISE H5 | GALSI DEVELOPERS PVT LTD H1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of PCC in ground floors & pavings n exc 15 cm thickness (below or above ground level) (unreinforced) complete all as specified and directed. | 4.5 | Cum | 339 ₹1,525.5 Lowest | 350 ₹1,575 | 350 ₹1,575 | 420 ₹1,890 | 500 ₹2,250 | 380 ₹1,710 | 400 ₹1,800 | 600 ₹2,700 |
| 2.00 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc. complete all as specified and as directed. | 1.63 | Cum | 269 ₹438.47 | 250 ₹407.5 Lowest | 280 ₹456.4 | 420 ₹684.6 | 500 ₹815 | 300 ₹489 | 300 ₹489 | 600 ₹978 |
| 3.00 | Demolition of reinforced cement concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level) and removal of the rubbish off the premises all as specified and directed. | 0.15 | Cum | 449 ₹67.35 | 450 ₹67.5 | 480 ₹72 | 450 ₹67.5 | 500 ₹75 | 420 ₹63 Lowest | 500 ₹75 | 550 ₹82.5 |
| 4.00 | Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soil. complete all as specified and directed.
Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. | 30 | Cum | 279 ₹8,370 Lowest | 300 ₹9,000 | 330 ₹9,900 | 350 ₹10,500 | 380 ₹11,400 | 368 ₹11,040 | 350 ₹10,500 | 400 ₹12,000 |
| 5.00 | Excavation over area n.exc 1.50m deep and getting out soft/loose soil complete all as spd and directed. | 203.65 | Cum | 290 ₹59,058.5 Lowest | 320 ₹65,168 | 333 ₹67,815.45 | 350 ₹71,277.5 | 380 ₹77,387 | 380 ₹77,387 | 350 ₹71,277.5 | 400 ₹81,460 |
| 6.00 | Returning filling in soft /loose excavated soil including spreading leveling watering and well ramming in layers not exceeding 25 CM and all as specified and directed. | 12 | CUM | 80 ₹960 Lowest | 100 ₹1,200 | 150 ₹1,800 | 120 ₹1,440 | 150 ₹1,800 | 140 ₹1,680 | 120 ₹1,440 | 140 ₹1,680 |
| 7.00 | Removing excavated material (soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. | 220.65 | Cum | 112 ₹24,712.8 | 100 ₹22,065 Lowest | 140 ₹30,891 | 120 ₹26,478 | 150 ₹33,097.5 | 130 ₹28,684.5 | 150 ₹33,097.5 | 140 ₹30,891 |
| 8.00 | M&L for rolling and consolidating road formation surfaces in cutting with 8 to 12 tonne power roller complete all as spd and directed. | 45 | X Sqm | 200 ₹9,000 Lowest | 220 ₹9,900 | 210 ₹9,450 | 280 ₹12,600 | 300 ₹13,500 | 260 ₹11,700 | 260 ₹11,700 | 280 ₹12,600 |
| 9.00 | 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. | 181 | Cum | 1,730 ₹3,13,130 Lowest | 1,800 ₹3,25,800 | 1,820 ₹3,29,420 | 2,000 ₹3,62,000 | 1,922 ₹3,47,882 | 1,900 ₹3,43,900 | 1,800 ₹3,25,800 | 1,900 ₹3,43,900 |
| 10.00 | M&L for 150mm thick(compacted thickness)(75mm each layer) WBM, with coarse aggregates (basalt type of aggregate) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required with preparing unsurfaced WBM by brushing with wire brushes for removing mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed. | 45 | X Sqm | 6,300 ₹2,83,500 Lowest | 6,350 ₹2,85,750 | 6,410 ₹2,88,450 | 6,800 ₹3,06,000 | 6,720 ₹3,02,400 | 6,600 ₹2,97,000 | 6,500 ₹2,92,500 | 6,500 ₹2,92,500 |
Tender Value
₹48.5 L
EMD Value
₹97,100
Closing Date
21 Aug 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_782203_1
8500-658/E8
Open Tender
Civil Works
Works
180 days
PANNGARH
As per tender documents
6 documents required · 6 mandatory
₹500
GE Panagarh
₹97,100
24 Aug 2026
1 Aug 2026
22 Aug 2026
1 Aug 2026
21 Aug 2026
15 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of PCC in ground floors & pavings n exc 15 cm thickness (below or above ground level) (unreinforced) complete all as specified and directed. | 4.5 | Cum | - | - |
| 2 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc. complete all as specified and as directed. | 1.63 | Cum | - | - |
| 3 | Demolition of reinforced cement concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level) and removal of the rubbish off the premises all as specified and directed. | 0.15 | Cum | - | - |
| 4 | Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soil. complete all as specified and directed.
Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. | 30 | Cum | - | - |
| 5 | Excavation over area n.exc 1.50m deep and getting out soft/loose soil complete all as spd and directed. | 203.65 | Cum | - | - |
| 6 | Returning filling in soft /loose excavated soil including spreading leveling watering and well ramming in layers not exceeding 25 CM and all as specified and directed. | 12 | CUM | - | - |
| 7 | Removing excavated material (soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. | 220.65 | Cum | - | - |
| 8 | M&L for rolling and consolidating road formation surfaces in cutting with 8 to 12 tonne power roller complete all as spd and directed. | 45 | X Sqm | - | - |
| 9 | 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. | 181 | Cum | - | - |
| 10 | M&L for 150mm thick(compacted thickness)(75mm each layer) WBM, with coarse aggregates (basalt type of aggregate) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required with preparing unsurfaced WBM by brushing with wire brushes for removing mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed. | 45 | X Sqm | - | - |
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