Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 3822621 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair To Road At Ridge And Roulki Grn At Mil Stn Jammu Under Ge Satwari |
| Last Date For Submission | 21st Apr, 2026 |
| Opening Date | 23 Apr, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 39000.00 |
| Estimated Cost | 1942000.00 |
| City | Jammu |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n exc 400 sqm Exc 50mm and n exc 100 mm deep complete all as specified and as directed. | 30.00 | X Sqm |
| 2 | M&L Laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradient and camber complete all as specified and directed .The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified and as directed. | 30.00 | X Sqm |
| 3 | M&L Preparing unsurfaced WMM by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air blower to remove all loose dirt/foreign materials and applying evenly a priming tack coat with bituminous primer (Viscosity Grade Paving Bitumen of Grade VG-10) at the rate of 10 Kg per 10 Sqm of surface laying bituminous premix asphaltic semi dense concrete 40 mm consolidated thickness (Viscosity Grade Paving Bitumen of Grade VG-30) with 5.5 % binder content by weight of total mix and 4% stone dust conforming to specification for filler as per IRC-95, 1987 (filler) prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and using with 8 to 12 tonne power roller, complete all as specified and as directed. | 30.00 | X Sqm |
| 4 | M&L Premix bituminous macadam with broken stone graded aggregate with 4% of paving bitumen binder of Viscosity Grade VG-30 grade by weight of total mix (Consolidated thickness 75 mm or less), laid/rolled and compacted to required gradient and camber using power roller 8 to 12 tonne, complete all as specified and as directed. | 37.50 | Cum |
| 5 | M&L Preparing existing black top bituminous surfaces by brushing with wire brushes for removing caked mud etc.sweeping with brooms and finally fanning the cleaned surface with mechanical air blower to remove all loose dirt / foreign materials and applying evenly a priming tack coat with bituminous primer ( Paving bitumen of Viscosity Grade VG-10) at the rate of 5 Kg per 10 Sqm of surface laying bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness ( Paving bitumen of Viscosity Grade VG-30) with 5.5% binder content by weight of total mix and 4% stone dust conforming to specification for filler as per IRC-95, 1987 (Fliller) prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and rolled with 8 to 12 tonne power roller complete all as specified and as directed. Note:- The minimum consolidated thickness will be 30 mm. However it may be increased at places to maintain the camber as per the site requirement and nothing extra shall be admissible on this account. He contractor must visit the site before quoting their rates. | 250.00 | X Sqm |
6 Days Left