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| Tender ID | 4090138 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair To Various Roads At Alwar Mil Stn Under Ge Alwar |
| Last Date For Submission | 27th May, 2026 |
| Opening Date | 29 May, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 178000.00 |
| Estimated Cost | 10390986.00 |
| City | Hisar |
|---|---|
| State | Haryana |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Scarifying and picking gravelled Macadam or Bituminous macadam surface area exc 400 sqm complete all as specified and directed | 600.00 | 10 Sqm |
| 2 | Repair to potholes any depth, not exceeding 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc, cutting around edges jto at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming ( including supply of road metal) rolled and compacted with power roller 8 to 10 tonns to required gradient and camber complete all as specified and as directed. | 6.00 | 10 Sqm |
| 3 | M & L for preparing old black top surface by brushing with the wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove loose dirt etc and applying evenly a priming/ tack coat with cationic bitumen emulsion RS-I grade at the rate of 5 Kg per 10 Sqm of surface complete all as specified and as directed. | 1353.00 | 10 Sqm |
| 4 | M&L for preparing newly laid bitumen macadam black top surface by brushing with the wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove loose dirt etc and applying evenly a priming/ tack coat with cationic bitumen emulsion RS-I grade at the rate of 3 Kg per 10 Sqm of surface complete all as specified and directed. | 600.00 | 10 Sqm |
| 5 | M&L for dense bituminous macadam 50 mm to 75 mm (compcated thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @4.0% by weight of total mix & hydraulic lime filler rolled and compacted to required camber and gradient complete all as specified and as directed. Note:- (i) Dense bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined following the marshall mix design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as refered in case 3.5.3 of IRC 111 : 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs 44 per Kg. | 305.00 | Cum |
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