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| Tender ID | 3675318 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair To Service Road Near Building No P161 To 415 Fd Hospital At Nams |
| Last Date For Submission | 1st Apr, 2026 |
| Opening Date | 08 Apr, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 44000.00 |
| Estimated Cost | 2200000.00 |
| City | Amritsar |
|---|---|
| State | Punjab |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area exc 400 Sqm and depth exc 50mm deep but not exc 100mm deep complete, all as specified and directed. | 64 | TEN SQM |
| 2 | Material and labour for preparing 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/air compressor to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer @ 5kg per 10 Sqm (VG-10) and laying bituminous Premixed semi dense asphaltic concrete 30mm thick (minimum consolidated thickness) with 5.5% (paving bitumen VG-30) binder content by weight of total mix, rolled and compacted with 8 to 12 Tonne power road roller to required gradient and camber complete, all as specified and directed. Note :- (a) Material for SDAC shall be mixed in hot mixing plant. (b) Job mix formula of bituminous SDAC will be got done from approved lab. (c)Spreading of SDAC shall be done by mechanical sensor paver. | 142 | TEN SQM |
| 3 | Material and labour Premixed bituminous, macadam laid/rolled and compacted to required gradient and camber with using 20mm graded stone aggregate and paving bitumen @ 4% by the weight of total mix (consolidated thickness 75mm thick or less or as required) rolled and compacted with 8 to 12 Tonne power road roller to required gradient and camber complete, all as specified and directed. | 60 | CUM |
| 4 | Material and labour Premixed bituminous, macadam laid/rolled and compacted to required gradient and camber with using 20mm graded stone aggregate and paving bitumen @ 4% by the weight of total mix (consolidated thickness more than 75mm thick) olled and compacted with 8 to 12 Tonne power road roller to required gradient and camber complete, all as specified and directed. | 46.6 | CUM |
| 5 | Material and labour for preparation of top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt /dust etc and other deleterious, material and applying evenly a priming / tack coat using with bituminous primer of paving bitumen VG - 10 at the rate of 10 Kg per 10 Sqm, of road surface complete, all as specified and directed. | 64 | TEN SQM |
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