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| Tender ID | 4614652 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Repair/upgradation Of Certain Internal Roads Under Ge Dronachal |
| Last Date For Submission | 9th Jul, 2026 |
| Opening Date | 11 Jul, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 112405.00 |
| Estimated Cost | 5827000.00 |
| City | Bhopal |
|---|---|
| State | Madhya Pradesh |
| # | 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 bags to remove all loose dirt etc. complete all as specified and as directed. | 739.98 | 10 Sqm |
| 2 | M & L for Applying evenly a priming/tack coat with bituminous primer at the rate of 5 kg per 10 sqm of surface complete all as specified and as directed. | 739.98 | 10 Sqm |
| 3 | M & L for Semi dense asphaltic concrete 30mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and as directed. Note :- (i) Semi dense bituminous concrete 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 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 75.30 per kg. | 739.98 | 10 Sqm |
| 4 | M & L for bituminous macadam not exceeding 75 mm thickness (compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed. Note :- (i) 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 as per IRC 27: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of 46.49 per kg. | 127.58 | Cum |
| 5 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n exc 400 sqm and n exc 50mm deep complete all as spd and directed. | 10.00 | 10 Sqm |
6 Days Left