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| Tender ID | 2975976 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair To Road At Zone 3 Under Age Br I Under Ge Babina |
| Last Date For Submission | 7th Mar, 2026 |
| Opening Date | 10 Mar, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 119000.00 |
| Estimated Cost | 6250000.00 |
| City | Babina |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Repairs to pot holes any depth exceeding 30mm depth, area not exc 1sqm each including sweeping free from dust & mud or water scoring sunken surfaces in roads paths etc, cutting around edges to at least 25mm in depth making good by applying tack coat with cutback bitumen @ 5kg/10 sqm putting in pre mixed bituminous macadam, well rammed and sealed with binder 9.8 kg/10 sqm, blinded with 0.09 cum of stone chipping ,6.3 mm size and again well rammed (including supply of premixed macadam binder and chippings) depth of pot holes exe 30 mm complete all as specified and directed by Engr-in-Charge | 2.00 | X Sqm |
| 2 | M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally faning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed by Engr-in-Charge. | 785.00 | X Sqm |
| 3 | M&L for applying evenly a tack coat of bitumnous primer at 5 Kg per 10 Sqm using paving bitumen VG - 10 complete all as specified and directed by Engr-in-Charge. | 785.00 | X Sqm |
| 4 | M&L for providing bituminious premix asphaltic semi dense concrete (30mm thick) consolidated thickness with 5.5% binder content by wight of total mix , with using paving bitumen VG-30 laid / spread uniformly by means of Mechanical pavers over primed black top surfaces, rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller complete all as specified and directed by Engineer-in-charge. | 785.00 | X Sqm |
| 5 | M&L for premix bituminous macadam laid/rolled and compacted to required gradient and camber and (consolidated thickness 75mm or less) using 4% paving bitumen by means of mechanical paver by weight or total mix complete all as specified and directed by Engr-in-Charge. | 95.00 | Cum |
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