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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H9₹43.5 L−₹6.2 L (12.5%)Accepted-Finance P O BUD BUD DIST BURDWAN PIN 713403 W B | BUD BUD | BURDWAN | WEST BENGAL | 713403 | ₹43.5 L−₹6.2 L (12.5%) | H9 | Accepted-Finance LOWEST RATE QUOTED |
| 2 | H1₹49.8 LRejected-Finance DINBAZAR 131 339 S 1 WARD NO 4 JALPAIGURI WEST BENGAL 735101 | JALPAIGURI | JALPAIGURI | WEST BENGAL | 735101 | ₹49.8 L | H1 | Rejected-Finance HIGHER RATE QUOTED THAN H9 |
| 3 | H2₹48.9 L−₹92,366 (1.86%)Rejected-Finance | ₹48.9 L−₹92,366 (1.86%) | H2 | Rejected-Finance HIGHER RATE QUOTED THAN H9 |
| 4 | H3₹47.8 L−₹1.9 L (3.91%)Rejected-Finance | ₹47.8 L−₹1.9 L (3.91%) | H3 | Rejected-Finance HIGHER RATE QUOTED THAN H9 |
| 5 | H4₹47.3 L−₹2.5 L (4.98%)Rejected-Finance 2A 40 1 DHARMATALA ROAD KASBA KOLKATA WEST BENGAL 700042 | KOLKATA | KOLKATA | WEST BENGAL | 700042 | ₹47.3 L−₹2.5 L (4.98%) | H4 | Rejected-Finance HIGHER RATE QUOTED THAN H9 |
| Sl No | Description | Qty | Unit | K L BAKSHI AND SONS H9 | M/s S A TRADING H8 | NATIONAL CONSTRUCTION CO H6 | M/s RAJEN ROY H3 | Intime Commotrade Pvt Ltd H7 | MIDSCOPE SUPPLIERS H1 | JK TRADING H2 | SPS TRADING H4 | sachin construction H5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M & L for excavating over areas, n.exc 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed. | 527 | Cum | 302 ₹1,59,154 | 320 ₹1,68,640 | 350 ₹1,84,450 | 388 ₹2,04,476 | 410 ₹2,16,070 | 490 ₹2,58,230 | 400 ₹2,10,800 | 300 ₹1,58,100 | 270 ₹1,42,290 Lowest |
| 2.00 | Removing excavated soil to a distance not exc.50 m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed. | 527 | Cum | 118 ₹62,186 | 110 ₹57,970 Lowest | 125 ₹65,875 | 150 ₹79,050 | 200 ₹1,05,400 | 230 ₹1,21,210 | 180 ₹94,860 | 250 ₹1,31,750 | 132 ₹69,564 |
| 3.00 | Rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne and n.exc 12 tonne complete all as specified and as directed. | 105 | X sqm | 269 ₹28,245 | 300 ₹31,500 | 325 ₹34,125 | 350 ₹36,750 | 150 ₹15,750 | 70 ₹7,350 Lowest | 380 ₹39,900 | 130 ₹13,650 | 200 ₹21,000 |
| 4.00 | 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. | 315 | Cum | 1,710 ₹5,38,650 | 1,780 ₹5,60,700 | 1,800 ₹5,67,000 | 1,780 ₹5,60,700 | 1,500 ₹4,72,500 Lowest | 2,059 ₹6,48,585 | 1,850 ₹5,82,750 | 1,960 ₹6,17,400 | 2,125 ₹6,69,375 |
| 5.00 | M&L Hardcore of broken stone or boulders of gauge n.exc 63 mm , deposited ,spread and levelled in layers n exc. 150 mm thick, watered and rammed to a true surface by filling with stone dust complete all as specified and as directed. | 105 | Cum | 2,700 ₹2,83,500 | 2,760 ₹2,89,800 | 2,830 ₹2,97,150 | 2,980 ₹3,12,900 | 1,190 ₹1,24,950 Lowest | 3,340 ₹3,50,700 | 3,000 ₹3,15,000 | 2,670 ₹2,80,350 | 3,122 ₹3,27,810 |
| 6.00 | M&L for providing and laying 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, including making joints with or without grooves, including making drainage opening wherever required complete all as specified and as directed. | 8.8 | Cum | 15,760 ₹1,38,688 | 16,000 ₹1,40,800 | 16,350 ₹1,43,880 | 17,000 ₹1,49,600 | 14,000 ₹1,23,200 Lowest | 16,200 ₹1,42,560 | 17,800 ₹1,56,640 | 14,300 ₹1,25,840 | 16,900 ₹1,48,720 |
| 7.00 | M&L 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75mm each, grading as per table 400-13 of MoRTH specifications for road and bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and as directed by engineer in charge. | 105 | X Sqm | 5,129 ₹5,38,545 | 5,205 ₹5,46,525 | 5,300 ₹5,56,500 | 5,500 ₹5,77,500 | 7,800 ₹8,19,000 | 4,500 ₹4,72,500 Lowest | 5,400 ₹5,67,000 | 6,000 ₹6,30,000 | 5,970 ₹6,26,850 |
| 8.00 | M & L for PCC type D2 1:4:8 using 40 mm graded crushed stone aggregates as in foundations ,fillings and mass concrete complete all as specified and as directed. | 105 | Cum | 6,615 ₹6,94,575 | 6,730 ₹7,06,650 | 6,850 ₹7,19,250 | 6,911 ₹7,25,655 | 7,500 ₹7,87,500 | 5,600 ₹5,88,000 Lowest | 7,200 ₹7,56,000 | 7,100 ₹7,45,500 | 6,250 ₹6,56,250 |
| 9.00 | M & L for Sand filling under floors or in foundation including watering and consolidation complete all as specified and as directed. | 42 | Cum | 3,099 ₹1,30,158 | 4,200 ₹1,76,400 | 4,262 ₹1,79,004 | 4,322 ₹1,81,524 | 4,000 ₹1,68,000 | 3,200 ₹1,34,400 | 4,500 ₹1,89,000 | 3,900 ₹1,63,800 | 2,650 ₹1,11,300 Lowest |
| 10.00 | M & L for Machine pressed precast concrete coloured interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigments complete all as specified and as directed. | 1,050 | Sqm | 1,629 ₹17,10,450 | 1,700 ₹17,85,000 | 1,725 ₹18,11,250 | 1,788 ₹18,77,400 | 1,602 ₹16,82,100 Lowest | 1,979 ₹20,77,950 | 1,800 ₹18,90,000 | 1,700 ₹17,85,000 | 1,697 ₹17,81,850 |
Tender Value
₹43.6 L
EMD Value
₹87,200
Closing Date
17 Aug 2026, 6:00 pmClosed
GE PANAGARH
GARRISON ENGINEER PANAGARH, MILITARY ENGINEER SERVICES, PO-PANAGARH, DISTT- BURDWAN, STATE-WEST BENGAL PIN-713420
All as per BOQ
2026_MES_780959_1
8500-650/E8
Open Tender
Civil Works
Works
180 days
PANNGARH
As per tender documents
6 documents required · 6 mandatory
₹500
GE Panagarh
₹87,200
21 Sept 2026
27 Jul 2026
18 Aug 2026
27 Jul 2026
17 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M & L for excavating over areas, n.exc 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed. | 527 | Cum | - | - |
| 2 | Removing excavated soil to a distance not exc.50 m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed. | 527 | Cum | - | - |
| 3 | Rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne and n.exc 12 tonne complete all as specified and as directed. | 105 | X sqm | - | - |
| 4 | 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. | 315 | Cum | - | - |
| 5 | M&L Hardcore of broken stone or boulders of gauge n.exc 63 mm , deposited ,spread and levelled in layers n exc. 150 mm thick, watered and rammed to a true surface by filling with stone dust complete all as specified and as directed. | 105 | Cum | - | - |
| 6 | M&L for providing and laying 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, including making joints with or without grooves, including making drainage opening wherever required complete all as specified and as directed. | 8.8 | Cum | - | - |
| 7 | M&L 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75mm each, grading as per table 400-13 of MoRTH specifications for road and bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and as directed by engineer in charge. | 105 | X Sqm | - | - |
| 8 | M & L for PCC type D2 1:4:8 using 40 mm graded crushed stone aggregates as in foundations ,fillings and mass concrete complete all as specified and as directed. | 105 | Cum | - | - |
| 9 | M & L for Sand filling under floors or in foundation including watering and consolidation complete all as specified and as directed. | - | Cum | - | - |
| 10 | M & L for Machine pressed precast concrete coloured interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigments complete all as specified and as directed. | 1,050 | Sqm | - | - |
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