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Tender ID
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹49.9 L
EMD Value
₹99,900
Closing Date
10 Nov 2026, 6:00 pmDue today
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
GE PANAGARH
GARRISON ENGINEER PANAGARH, MILITARY ENGINEER SERVICES, PO-PANAGARH, DISTT- BURDWAN, STATE-WEST BENGAL PIN-713420
All as per BOQ
2026_MES_793981_1
8500-734/E8
Open Tender
Civil Works
Works
180 days
PANAGARH
As per tender documents
6 documents required · 6 mandatory
₹500
SBI Panagarh
₹99,900
10 Nov 2026
15 Oct 2026
11 Nov 2026
15 Oct 2026
10 Nov 2026
28 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of Stone slabs and tiles of any description or thickness in floors laid in dry and ponted etc. complete all as spd and directed. | 104.46 | X Sqm | - | - |
| 2 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for drain work and removal of rubbish off the site complete all as specified and directed. | 210 | Cum | - | - |
| 3 | 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. | 104.46 | Cum | - | - |
| 4 | 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. | 104.46 | Cum | - | - |
| 5 | 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. | 104.46 | X sqm | - | - |
| 6 | 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. | 313.38 | Cum | - | - |
| 7 | M & L and compacting 150 mm thick (compacted thickness) granular sub base course (GSB) grading as per grade I as specified Table 400-1 of MoRTH specification for road and bridge work 2013 in two equal layer over compacted subgrade with natural sand crushed gravel, crushed stone, crushed slag or combination as per the grading required. The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of maximum dry density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per table 900-1 of MoRTH specification for road and bridge works 2013 complete all as specified and as directed by engineer in charge. | 104.46 | X Sqm | - | - |
| 8 | 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. | 8.75 | Cum | - | - |
| 9 | M & L for PCC type C2 1:3:6 using 40 mm graded aggregates as in foundations, fillings and mass concrete complete all as specified and as directed. | 104.46 | Cum | - | - |
| 10 | M & L for Sand filling under floors or in foundation including watering and consolidation complete all as specified and as directed. | 40 | Cum | - | - |
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details.html
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Tendernotice_1.pdf
PDF • 0.41 MB
PS734.pdf
Tender Documents • 1.26 MB
BOQ_890467.xls
BOQ • 0.52 MB
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