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| Tender ID | 3488285 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Repairs And Maintenance Of Certain Roads, Berms, Road Shoulders, Kerbs And Road Furniture At Afs Jalahalli West Area Under Ge (m) (af) Jalahalli |
| Last Date For Submission | 31st Mar, 2026 |
| Opening Date | 07 Apr, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 207000.00 |
| Estimated Cost | 13200000.00 |
| City | Bangalore |
|---|---|
| State | Karnataka |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Material & Labour for providing 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 etc including demolition of old kerb stone ( un-reinforced) of any description and in any position not otherwise specifically provided complete all as specified and directed. | 4.00 | CUM |
| 2 | Material & Labour for Repairs to potholes, any dept not exceeding 1 Sqm each including sweeping free from dust and mud, or scoring sunken surfaces in road, paths etc, cutting around adges to at least 25mm in depth making rood around by filling in screened a graded road metal, watering anad well ramming (including supply of road metal) using power roller 8-12 tonne capacity and applying evenly a priming/tack coat with bituminous primer @ 6kg per 10sqm using paving bitumen grade VG-10 on top surface, complete all as specified and as directed | 20.00 | 10 SQM |
| 3 | Material & Labour for scarifying and picking gravelled , macadam or bituminous macadam surfaces in area not exceeding 400 sqm and depth not exceeding 50 mm, complete all as specified and as directed | 30.00 | 10 SQM |
| 4 | Material & Labour for premixed bituminous macadam (consolidated thickness 75 mm or less) by using 4% bitumen content using paving bitumen any penetration of grade VG-30 (confirming to IS-73-2006) laid, rolled and compacted to required gradient and camber using 8 to 12 tonne capacity power road roller laid with mechanical paver etc complete all as specified and directed | 195.00 | CUM |
| 5 | Material & Labour for 75 mm thick WBM with coarse agg of grading 2 (63 to 40mm) or of grading 3 (50 to 20mm), rolled and consolidated to gradient and camber required with granite trap or basalt complete all as specified and as directed | 30.00 | 10 SQM |
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