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| Tender ID | 4507451 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Certain Repair And Maint Of Roads And Road Furniture In The Aor Of Age Br I Of Ge S Mamun |
| Last Date For Submission | 7th Jul, 2026 |
| Opening Date | 14 Jul, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 182500.00 |
| Estimated Cost | 10500000.00 |
| City | Pathankot |
|---|---|
| State | Punjab |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Material and Labour for Repair to potholes depth of potholes exc 30 mm, area not 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 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) and making good by applying tack coat of paving bitumen (VG-10) @ 10 Kg per 10 Sqm, putting in min 40mm thick premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sqm, blinded with 0.09 cum of stone chippings, 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings), complete all as specified. Note : The patching of pot holes shall be as per para 20.A.34.2 of SSR Part-I | 3.00 | 10 Sqm |
| 2 | Material and Labour for Preparation of existing black top surface of road by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the surfaces by mechanical compressor to remove all loose dirt and applying evenly a priming/tack coat with paving bitumen VG 10 grade @ 5 Kg per 10Sqm of road surface and laying bituminous premixed semi dense asphaltic concrete 40mm thick (consolidated thickness) using binder (Bitumen VG-30 grade) contents @ 5.5 % by weight of total mix, mixed in Hot mix Plant and laid by using self propelled mechanical paver, rolled and compacted to required camber & gradient using 8 to 10 tonne power roller/tandem vibrating roller to achieve uniform smooth surface complete all as specified and directed. Note: The combined grading of aggregate shall be as per Para 20.B.2.5.4(d) & 20.B.4 of SSR Part-I. | 2100.00 | 10 Sqm |
| 3 | Material and Labour for applying evenly a priming/tack coat with paving bitumen VG 10 grade @ 5 Kg per 10Sqm on road surface for laying bituminous macadam, complete all as specified and directed. | 65.00 | 10 Sqm |
| 4 | Material and Labour for Premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with paving bitumen (VG-30) @ 4% by total mix laid by self propelled mechanical paver, rolled and compacted to required gradient and camber using 8 to 10 tonne power roller/tandem vibrating roller to achieve uniform smooth surface complete all as specified and directed. Note: The specification of bituminous macadam shall be as per Para 20.B.3 of SSR Part-I. | 45.00 | Cum |
| 5 | Material and Labour for thermoplastic road marking paint 2.5mm thick, white or golden yellow in colour, conforming to BS-3262, in lines, arrow, dashes & letters exceeding 10cm in width, applied hot, using application unit and retroreflective glass beads @ 250 to 300 gram/Sqm to withstand vehicular traffic load, laid as per manufacture's instructions, the finish surfaces to be level, uniform and free from streaks and holes as per MORTH specification complete all as specified and directed. | 900.00 | Sqm |
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