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| Tender ID | 4520422 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Certain Repair And Maint Of Roads And Road Furniture In The Aor Of Age Br Ii Of Ge S Mamun |
| Last Date For Submission | 10th Jul, 2026 |
| Opening Date | 17 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 (independent) any depth, 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), complete all as specified. | 20.00 | 10 Sqm |
| 2 | M&L for scarifying or picking up gravelled macadam or bituminous macadam surfaces area n.exc 400 Sqm and depth n.exc 50mm deep, complete all as specified & directed. | 20.00 | 10 Sqm |
| 3 | 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, providing and laying premix bituminous macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using binder bitumen (Bitumen VG-30) @ 4.5% by total mix, mixed in HOT MIX PLANT and 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. | 84.00 | Cum |
| 4 | 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, providing 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. | 2335.00 | 10 Sqm |
| 5 | Material and Labour for moorum filling in berms laid in layers spread rolled (8-10 tonne roller) and consolidated to required gradient and camber, complete all as specified and directed. | 36.00 | Cum |
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