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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹50.4 LAdmitted-Finance MONIRAMPUR DASPARA P O BARRACKPORE | BARRACKPORE | NORTH 24 PARGANAS | WEST BENGAL | 743101 | H1 | Admitted-Finance | |
| 2 | H2₹49.0 L−₹1.4 L (2.76%)Admitted-Finance | H2 | Admitted-Finance | |
| 3 | H3₹48.4 L−₹2.0 L (3.92%)Admitted-Finance SWARUPANANDA PALLY BUDBUD BURDWAN WEST BENGAL 713403 | PURBA BARDHAMAN | WEST BENGAL | 713403 | H3 | Admitted-Finance | |
| 4 | H4₹48.0 L−₹2.4 L (4.72%)Admitted-Finance VILL BONOGRAM PO RANDIA P S BUDBUD DIST BURDWAN PIN 713120 WB | BURDWAN | BURDWAN | WEST BENGAL | 713120 | H4 | Admitted-Finance | |
| 5 | H5₹47.5 L−₹2.9 L (5.68%)Admitted-Finance P O BUD BUD DIST BURDWAN PIN 713403 W B | BUD BUD | BURDWAN | WEST BENGAL | 713403 | H5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S GLOBE ENTERPRISE H8 | NATIONAL CONSTRUCTION CO H6 | MAHAJAN ENTERPRISE H3 | K L BAKSHI AND SONS H5 | M/s S A TRADING H4 | M/s sadhan kumar mukherjee H2 | M/S MODERN CONSTRUCTION H1 | GALSI DEVELOPERS PVT LTD H7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over area n.exc 1.50m deep and getting out soft/loose soil complete all as spd and directed. | 465.75 | Cum | 299 ₹1,39,259.25 Lowest | 350 ₹1,63,012.5 | 400 ₹1,86,300 | 380 ₹1,76,985 | 366 ₹1,70,464.5 | 402 ₹1,87,231.5 | 455 ₹2,11,916.25 | 325 ₹1,51,368.75 |
| 2.00 | Removing excavated material of soil n.exc 50m and depositing where directed at a level n.exc 1.50m above the starting point complete all as spd and directed. | 465.75 | Cum | 129 ₹60,081.75 | 130 ₹60,547.5 | 150 ₹69,862.5 | 140 ₹65,205 | 120 ₹55,890 Lowest | 152 ₹70,794 | 180 ₹83,835 | 120 ₹55,890 Lowest |
| 3.00 | M&L for rolling and consolidating road formation surfaces in cutting with 8 to 12 tonne power roller complete all as spd and directed. | 104 | X Sqm | 350 ₹36,400 Lowest | 410 ₹42,640 | 450 ₹46,800 | 425 ₹44,200 | 460 ₹47,840 | 505 ₹52,520 | 560 ₹58,240 | 370 ₹38,480 |
| 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. | 414 | Cum | 1,750 ₹7,24,500 Lowest | 1,811 ₹7,49,754 | 1,850 ₹7,65,900 | 1,785 ₹7,38,990 | 1,822 ₹7,54,308 | 1,852 ₹7,66,728 | 1,900 ₹7,86,600 | 1,788 ₹7,40,232 |
| 5.00 | M&L laying and compacting total 150mm compacted thickness (laid in two layers of 75mm each) Wet Mix Macadam (WMM) 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 / mechanical paver and rolling with vibratory roller of capacity 8 to 12 tonne static weight and consolidating to required gradient and camber, complete all as specified and directed. | 104 | X Sqm | 5,560 ₹5,78,240 Lowest | 5,699 ₹5,92,696 | 6,200 ₹6,44,800 | 6,125 ₹6,37,000 | 6,025 ₹6,26,600 | 6,188 ₹6,43,552 | 6,200 ₹6,44,800 | 5,625 ₹5,85,000 |
| 6.00 | M & L for PCC (1:3:6) Type C2 using 40 mm graded aggregate used as in sub base floor/pavings and finishing complete all as specified and as directed. | 103.5 | Cum | 7,000 ₹7,24,500 Lowest | 7,300 ₹7,55,550 | 7,400 ₹7,65,900 | 7,325 ₹7,58,137.5 | 7,288 ₹7,54,308 | 7,322 ₹7,57,827 | 7,400 ₹7,65,900 | 7,250 ₹7,50,375 |
| 7.00 | M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. | 52 | Cum | 3,250 ₹1,69,000 Lowest | 3,388 ₹1,76,176 | 3,500 ₹1,82,000 | 3,425 ₹1,78,100 | 3,500 ₹1,82,000 | 3,588 ₹1,86,576 | 3,600 ₹1,87,200 | 3,331 ₹1,73,212 |
| 8.00 | M&L for pre-polished factory made 80mm thickness precast concrete interlocking paver block (coloured) any size and shape with grey cement and pigment confirming to IS 15658-2006 of M-40 Grade complete all as specified and directed | 1,035 | Sqm | 1,659 ₹17,17,065 Lowest | 1,725 ₹17,85,375 | 1,800 ₹18,63,000 | 1,788 ₹18,50,580 | 1,822 ₹18,85,770 | 1,850 ₹19,14,750 | 1,900 ₹19,66,500 | 1,700 ₹17,59,500 |
| 9.00 | M&LProviding 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 as directed. | 9 | Cum | 15,410 ₹1,38,690 Lowest | 16,800 ₹1,51,200 | 17,000 ₹1,53,000 | 16,250 ₹1,46,250 | 17,250 ₹1,55,250 | 16,200 ₹1,45,800 | 18,200 ₹1,63,800 | 16,000 ₹1,44,000 |
| 10.00 | Supplying and laying of PVC underground drainage sewer system pipe bearing 200 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. | 41.5 | RM | 1,150 ₹47,725 Lowest | 1,260 ₹52,290 | 1,280 ₹53,120 | 1,211 ₹50,256.5 | 1,350 ₹56,025 | 1,400 ₹58,100 | 1,425 ₹59,137.5 | 1,210 ₹50,215 |
Tender Value
₹43.4 L
EMD Value
₹86,800
Closing Date
5 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE PANNGARH
GARRISON ENGINEER PANAGARH, MILITARY ENGINEER SERVICES, PO-PANAGARH, DISTT- BURDWAN, STATE-WEST BENGAL PIN-713420
All as per BOq
2026_MES_789399_1
8500-710/E8
Open Tender
Civil Works
Works
180 days
PANNGARH
As per tender document
6 documents required · 6 mandatory
₹500
SBI Panagarh
₹86,800
26 Oct 2026
15 Sept 2026
6 Oct 2026
15 Sept 2026
5 Oct 2026
29 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over area n.exc 1.50m deep and getting out soft/loose soil complete all as spd and directed. | 465.75 | Cum | - | - |
| 2 | Removing excavated material of soil n.exc 50m and depositing where directed at a level n.exc 1.50m above the starting point complete all as spd and directed. | 465.75 | Cum | - | - |
| 3 | M&L for rolling and consolidating road formation surfaces in cutting with 8 to 12 tonne power roller complete all as spd and directed. | 104 | 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. | 414 | Cum | - | - |
| 5 | M&L laying and compacting total 150mm compacted thickness (laid in two layers of 75mm each) Wet Mix Macadam (WMM) 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 / mechanical paver and rolling with vibratory roller of capacity 8 to 12 tonne static weight and consolidating to required gradient and camber, complete all as specified and directed. | 104 | X Sqm | - | - |
| 6 | M & L for PCC (1:3:6) Type C2 using 40 mm graded aggregate used as in sub base floor/pavings and finishing complete all as specified and as directed. | 103.5 | Cum | - | - |
| 7 | M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. | 52 | Cum | - | - |
| 8 | M&L for pre-polished factory made 80mm thickness precast concrete interlocking paver block (coloured) any size and shape with grey cement and pigment confirming to IS 15658-2006 of M-40 Grade complete all as specified and directed | 1,035 | Sqm | - | - |
| 9 | M&LProviding 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 as directed. | 9 | Cum | - | - |
| 10 | Supplying and laying of PVC underground drainage sewer system pipe bearing 200 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. | 41.5 | RM | - | - |
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