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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹44.7 LAdmitted-Finance | ₹44.7 L | H1 | Admitted-Finance |
| 2 | H2₹44.5 L−₹20,434.20 (0.46%)Admitted-Finance VILL PO KOTA VIA PANAGARH BAZAR DIST BURDWAN WB PIN 713148 | BURDWAN | BURDWAN | WEST BENGAL | 713148 | ₹44.5 L−₹20,434.20 (0.46%) | H2 | Admitted-Finance |
| 3 | H3₹44.3 L−₹45,261.04 (1.01%)Admitted-Finance | ₹44.3 L−₹45,261.04 (1.01%) | H3 | Admitted-Finance |
| 4 | H4₹43.9 L−₹80,080 (1.79%)Admitted-Finance | ₹43.9 L−₹80,080 (1.79%) | H4 | Admitted-Finance |
| 5 | H5₹43.7 L−₹1.0 L (2.35%)Admitted-Finance VILL BONOGRAM PO RANDIA P S BUDBUD DIST BURDWAN PIN 713120 WB | BURDWAN | BURDWAN | WEST BENGAL | 713120 | ₹43.7 L−₹1.0 L (2.35%) | H5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Intime Commotrade Pvt Ltd H8 | M/s S A TRADING H5 | M/s RAJEN ROY H4 | SUPARNA TRADING H3 | NATIONAL CONSTRUCTION CO H2 | HAZRA ENTERPRISE H1 | SPS TRADING H7 | MIDSCOPE SUPPLIERS H6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 425.6 | Cum | 292 ₹1,24,275.2 Lowest | 301 ₹1,28,105.6 | 305 ₹1,29,808 | 308 ₹1,31,084.8 | 312 ₹1,32,787.2 | 315 ₹1,34,064 | 295 ₹1,25,552 | 298 ₹1,26,828.8 |
| 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. | 525 | Cum | 100 ₹52,500 Lowest | 115 ₹60,375 | 119 ₹62,475 | 122 ₹64,050 | 126 ₹66,150 | 128 ₹67,200 | 106 ₹55,650 | 110 ₹57,750 |
| 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. | 106.4 | X sqm | 200 ₹21,280 Lowest | 210 ₹22,344 | 215 ₹22,876 | 219 ₹23,301.6 | 222 ₹23,620.8 | 225 ₹23,940 | 204 ₹21,705.6 | 207 ₹22,024.8 |
| 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. | 319.2 | Cum | 1,712 ₹5,46,470.4 Lowest | 1,730 ₹5,52,216 | 1,745 ₹5,57,004 | 1,762 ₹5,62,430.4 | 1,770 ₹5,64,984 | 1,775 ₹5,66,580 | 1,718 ₹5,48,385.6 | 1,722 ₹5,49,662.4 |
| 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. | 106.4 | Cum | 2,100 ₹2,23,440 Lowest | 2,130 ₹2,26,632 | 2,145 ₹2,28,228 | 2,165 ₹2,30,356 | 2,176 ₹2,31,526.4 | 2,180 ₹2,31,952 | 2,111 ₹2,24,610.4 | 2,120 ₹2,25,568 |
| 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. | 9.33 | Cum | 15,225 ₹1,42,049.25 Lowest | 15,300 ₹1,42,749 | 15,350 ₹1,43,215.5 | 15,504 ₹1,44,652.32 | 15,510 ₹1,44,708.3 | 15,550 ₹1,45,081.5 | 15,230 ₹1,42,095.9 | 15,250 ₹1,42,282.5 |
| 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. | 106.4 | X Sqm | 5,600 ₹5,95,840 Lowest | 5,725 ₹6,09,140 | 5,730 ₹6,09,672 | 5,750 ₹6,11,800 | 5,765 ₹6,13,396 | 5,800 ₹6,17,120 | 5,650 ₹6,01,160 | 5,703 ₹6,06,799.2 |
| 8.00 | M & L for PCC type D2 1:4:8 using 40 mm graded aggregates as in foundations ,fillings and mass concrete complete all as specified and as directed. | 106.4 | Cum | 6,500 ₹6,91,600 Lowest | 6,600 ₹7,02,240 | 6,645 ₹7,07,028 | 6,650 ₹7,07,560 | 6,701 ₹7,12,986.4 | 6,750 ₹7,18,200 | 6,520 ₹6,93,728 | 6,550 ₹6,96,920 |
| 9.00 | M & L for Sand filling under floors or in foundation including watering and consolidation.complete all as specified and as directed. | 52.14 | Cum | 3,100 ₹1,61,634 Lowest | 3,130 ₹1,63,198.2 | 3,145 ₹1,63,980.3 | 3,176 ₹1,65,596.64 | 3,200 ₹1,66,848 | 3,220 ₹1,67,890.8 | 3,118 ₹1,62,572.52 | 3,125 ₹1,62,937.5 |
| 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. | 1,064 | Sqm | 1,623 ₹17,26,872 Lowest | 1,648 ₹17,53,472 | 1,655 ₹17,60,920 | 1,672 ₹17,79,008 | 1,680 ₹17,87,520 | 1,685 ₹17,92,840 | 1,631 ₹17,35,384 | 1,640 ₹17,44,960 |
Tender Value
₹43.6 L
EMD Value
₹87,200
Closing Date
17 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_780958_1
8500-649/E8
Open Tender
Civil Works
Works
180 days
PANNGARH
As per tender documents
6 documents required · 6 mandatory
₹500
GE Panagarh
₹87,200
22 Aug 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. | 425.6 | 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. | 525 | 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. | 106.4 | 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. | 319.2 | 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. | 106.4 | 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. | 9.33 | 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. | 106.4 | X Sqm | - | - |
| 8 | M & L for PCC type D2 1:4:8 using 40 mm graded aggregates as in foundations ,fillings and mass concrete complete all as specified and as directed. | 106.4 | Cum | - | - |
| 9 | M & L for Sand filling under floors or in foundation including watering and consolidation.complete all as specified and as directed. | 52.14 | 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. | 1,064 | Sqm | - | - |
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