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| Tender ID | 4888289 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Repair Resurfacing Of Certain Roads At Khunmoh Awantipur Khreuh And Sher E Shali Garrison Under Ge 861 Ews |
| Last Date For Submission | 12th Aug, 2026 |
| Opening Date | 14 Aug, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 119146.00 |
| Estimated Cost | 6276400.00 |
| City | Multi city |
|---|---|
| State | Multi State |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bag or mechanical air compressor to remove loose dirt etc, complete all as specified and directed. | 1067.00 | 10 Sqm |
| 2 | M&L applying evenly a priming/ tack coat an existing black top surfaces with bituminous primer @ 05 Kg per 10Sqm of paving bitumen of grade VG-10, complete all as specified and directed. | 1067.00 | 10 Sqm |
| 3 | Scarifying or picking gravelled macadem or bituminous macadam surfaces in area not exceeding 400 Sqm and depth exceeding 50mm and not exceeding 100mm deep with and including removing and stacking the excavated material accounted thereof under credit, complete all as specified and directed. | 45.00 | 10 Sqm |
| 4 | M&L applying evenly a priming/ tack coat on prepared WBM surface with bituminous primer @ 10Kg per 10Sqm using paving bitumen of grade VG-10 complete all as specified and directed. | 45.00 | 10 Sqm |
| 5 | M&L Premix bituminous, macadam with paving bitumen binder content of paving bitumen of grade VG-30 not less than 4% by weight of total mix (the exact quantity of binder shall be determined by design mix by Marshal method) laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using 10 to 12 Tonne power roller, complete all as specified and directed. Notes :- (a) Premixed Bituminuous 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. (b) The exact bitumen content required shall be determined follwing the Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred 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. 80.00 Per KG of bitumen. | 33.75 | Cum |
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