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| Tender ID | 4109559 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Repairs To Internal Roads Including Side Berms, Road Furniture Etc In Officers Md/ Otm Accn At Ins Valsura, Jamnagar |
| Last Date For Submission | 21st May, 2026 |
| Opening Date | 23 May, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 90000.00 |
| Estimated Cost | 4500000.00 |
| City | Jamnagar |
|---|---|
| State | Gujarat |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | M&L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally clean the surface with air compressor through air jet to remove all loose dirt etc & applying evenly a priming/ tack coat of paving bitumen primer of grade VG-30 at the rate of 05 Kg per 10 Sqm of road surface by sprayer operated on hot pressure mechanism complete all as specified & as directed. | 790.00 | Ten Square Metre |
| 2 | M&L for providing, laying, spreading premix bituminous macadam with crushed and graded stone aggregate mixed together with 4% of paving bitumen of grade VG-30 by weight of total mix including heating bitumen to the required temperature, mixing bituminous macadam in automatic and temperature controlled hot mixing plant, laying, spreading by means of mechanical paver and rolling and consolidating to the required gradient and camber (consolidated thickness) with 8 to 12 tonne power road roller and Vibromax roller complete all as specified and as directed. Note: For design purpose minimum binder content shall be as described i.e. 4% for VG-30 grade bitumen and it shall not be less than the binder content as described under any circumstances. During design stage if binder content exceeds 4% in that case no extra payment shall be entertained to contractor for excess use of binder. Job mix formula of premix bituminous macadam shall be approved by GE. | 35.00 | Cubic Metre |
| 3 | Scarifying or picking graveled, macadam or bituminous macadam surfaces in area not exc 400 sqm and not exc 50 mm deep for repairing road cuts & broken edges of road complete all as specified & directed | 90.00 | Ten Square Metre |
| 4 | M&L for 75 mm thick (compacted thickness) WBM with coarse aggregates of granite, trap or basalt stone of grading 2 (63 mm to 40 mm size) or of grading 3 (50 to 20 mm size), blinded with screening of hard stone of grading A , spread, watered and rolled with 8 to 12 tonne power roller, hollows made up to form true surface and consolidated to required gradient and camber etc, complete all as specified and as directed. | 20.00 | Ten Square Metre |
| 5 | M&L for preparing newly laid un-surfaced WBM surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with air compressor through air jet to remove all loose dust/dirt etc and applying evenly a tack coat of paving bitumen primer of grade VG-30 at the rate of 10 Kg per 10 Sqm of road surface by sprayer operated on hot pressure mechanism complete all as specified & directed. | 20.00 | Ten Square Metre |
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