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| Tender ID | 4613957 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Repairs Resurfacing Of Certain Main And Internal And Main Roads And Road Furniture At Inhs Patanjali Nchcmes Area Site E Of Naval Base Karwar |
| Last Date For Submission | 18th Jul, 2026 |
| Opening Date | 20 Jul, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 217000.00 |
| Estimated Cost | 14200000.00 |
| City | Karwar |
|---|---|
| State | Karnataka |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Repair to pot holes n.exc 1 Sqm each including sweeping free from dust and 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 @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings),depth of potholes exc 30 mm Complete all as specified and as directed. | 5.00 | 10 Sqm |
| 2 | Material and labour for preparing of existing black top surfaces by brushing with wire brushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. Complete all as specified and as directed. | 2100.00 | 10 Sqm |
| 3 | Material and labour for applying evenly a priming/tack coat with paving bitumen of VG-10 grade at 5 Kg per 10 Sqm with the help of pressure sprayer complete all as specified and directed by Engineer-in-Charge. | 2100.00 | 10 Sqm |
| 4 | Material and labour for Semi Dense Bituminous Premix Asphaltic concrete 40mm thick (consolidated thickness) using graded crushed stone chipping as specified and paving bitumen binder VG-30 with 5.5% binder content by weight of total mix and laying with mechanical paver finisher 30 to 40 THP to the required level and gradient, rolled and compacted with power roller to required camber and gradient complete and laying with mechanical paver complete all as directed by Engineer-in-Charge. | 2100.00 | 10 Sqm |
| 5 | Material and Labour for Premix bituminous, macadam (consolidated thickness 75mm or less) with binder content @4% by weight of total mix with bitumen grade VG-30 laid and rolled with mechanical paver and compacted to required gradient and camber using 8 to 10 tonnes power road roller etc complete all as specified and directed. | 100.00 | Cum |
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