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| Tender ID | 4168623 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair To Bituminous Road At Various Loc At Alhilal Mil Station Under Ge Palampur. |
| Last Date For Submission | 30th May, 2026 |
| Opening Date | 06 Jun, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 77660.00 |
| Estimated Cost | 3883000.00 |
| City | Kangra |
|---|---|
| State | Himachal Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces, depth exceeding 50mm but not exceeding 100mm deep and area not exceeding 400sqm complete all as specified. | 30.00 | X Sqm |
| 2 | M&L for Water bound macaadam 75mm thick (Compacted thickness) laid with coarse aggregate of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size) using granite, trap or basalt stone of best quality locally available spread and rolled with 10 to 12 tonnes power roller, each layer will be consolidated separately and to required gradient and camber, complete all as specified. | 30.00 | X Sqm |
| 3 | Providing premix bituminous macadam (consolidated thickness 75mm or less) with 4% binder content of paving bitumen by weight of total mix, rolled and compacted to required camber and gradient with 8 to 10 tonne power roller, complete all as specified and directed. | 49.88 | Cum |
| 4 | M&L for Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally the cleaned surfaces with power sweeper or compressor to remove all loose dirt etc, applying evenly a priming/ tack coat with bituminous primer using paving bitumen VG-10 at 10 kg per 10 Sq metre of road surface complete all as specified and directed. | 30.00 | X Sqm |
| 5 | M&L for Preparing of existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with power sweeper or compressor to remove all loose dirt etc., applying evenly a priming/ tack coat with bituminous primer using paving bitumen VG-10 at 5 kg per 10 sq metre of road surface, laying bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% bitumen binder content by weight of total mix with pavin bitmen of grade VG-30 using 20mm crushed stone aggregate, rolled and compacted to required camber and gradient with 8 to 10 tonne vibrator power roller, complete all as specified and directed. Note:- Bituminous premix semi dense asphaltic concrete shall be mixed in automatic temperature controlled hot mixing plant, transported and premix carpet shall be laid in single layer with self propelled mechanical paver, rolled with vibrator roller. | 437.22 | X Sqm |
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