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| Tender ID | 4034571 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Comprehensive Maintenance Of Ors Married Accn At Ii Line Under Ge Alipore |
| Last Date For Submission | 8th May, 2026 |
| Opening Date | 11 May, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 60000.00 |
| Estimated Cost | 3000000.00 |
| City | Kolkata |
|---|---|
| State | West Bengal |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Dismantling removing all unsound concrete, plastered material etc by chipping/chiseling gently at all effected and adjoining areas of concrete etc till sound surface is reached at various locations in building subsequently cleaning the surfaces by hair brush and air blower and including removal of the debris outside MoD land including hoisting assembling and fixing of double layer steel scaffolding to external perimeter of building complete all as specified and directed . | 100.00 | Sqm |
| 2 | Removing of concrete all around reinforcement bar upto 12 mm dia and over from behind the reinforcing bars average 25mm (but not less than 15mm air gap)by manual methods (using wire brushing ,chiseling etc) and M&L for applying chloride free rust removing chemical on rusted steel reinforcement bar and removing all rust from steel reinforcement bar by emery paper and cleaning the area thoroughly by water and allow it to dry and totally rust free of reinforcement bar as per manufacturer's instruction acomplete all as specified and directed. Make( Rust removing chemical ):- Reebaklens RR of FOSROC/ SIKA/STP or equivalent as approved by GE. | 250.00 | RM |
| 3 | Preparation of existing reinforcement surface by brush and M&L for applying two component epoxy zincrich primer on existing reinforcement surface by brush (minimum specific gravity 1.75, adhesive bond strength with steel is 1.50N/mm2 and maximum coverage area 5.00 Sqm per litre) complete all as specified and directed. Make- Nitozinc primer of FOSROC or equivalent as approved by GE. | 250.00 | RM |
| 4 | M&L for TMT bar upto 12 mm dia and over for structural connection in RCC beams, columns, lintel and slabs including power drilling holes of appropriate diameters in reinforced or plain cement concrete to a minimum depth of 150mm and upto 200mm including power drilling, fixing the reinforcement in position with & using epoxy, cleaning of loose dust by blowing air, sealing with epoxy cartridges etc complete all as specified and directed. | 50.00 | RM |
| 5 | M&L for providing and placing in position 60 mm average thickness free flow non shrink cementitious micro concrete of Grade of M-50 to the effected beam, column etc . The micro concrete shall have a minimium 1 day compressive strength of 10 Mpa and 28 days strength of 50 Mpa, minium tensile strength 5N/mm2 @ 28 days, minimium flextural strength 5N/mm2 @ 28days complete all as specified and directed. ( Make: SIKA/FOSROC/HINDCON or equivalent as approved by GE) | 35.00 | Sqm |
20 Days Left