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| Tender ID | 4901385 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Maint/repair To Certain Roads At Tech Area At Af Stn Bareilly |
| Last Date For Submission | 11th Aug, 2026 |
| Opening Date | 19 Aug, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 159500.00 |
| Estimated Cost | 8965000.00 |
| City | Bareilly |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | M&L for repair to potholes of any depth n exc 1 Sqm each including sweeping free from dust and mud or water scoring sunken surface in roads, path etc, cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5 kg per 10 sqm using paving bitumen VG-10 putting in premixed bituminous macadam carpet (30 mm thick) well rammed and sealed with premixed sand seal coat (6.80 kg of binder with 0.06 cum of sand), again well rammed (including supply of premix binder and sand) depth of potholes n exc 30 mm complete all as specified and directed. | 55.00 | 10 Sqm |
| 2 | M&L for preparation of black top surface of road 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 retrial/dirt etc complete all as specified and directed. | 1400.00 | 10 Sqm |
| 3 | M&L for applying evenly a tack coat with bituminous primer @ 5 kg/10 Sqm using paving bitumen grade VG-10 with mechanical sprayer complete all as specified and directed. | 1400.00 | 10 Sqm |
| 4 | M&L for providing bitumen premix semi dense asphaltic concrete 30 mm consolidated thickness with 5.50% binder content (paving bitumen VG-30) by weight of total mix, mixed in computerized hot mix plant, laid, rolled and compacted to required gradient and camber with the help of mechanical paver and power roller 8 to 10 ton capacity complete all as specified and directed. NOTE:- (i) The mix design shall be got done from approved lab as per recommended in CA and got approved from GE in writting before commencement of work. (ii) In the event of variation in the mix design in the percentage of binder content on minus side the difference in quantity of binder content will be adjusted through supply only rate or procurment rate whichever is more paving bitumen VG-30. However no adjustment shall be applicable if excess quality of binder content is used/approved in the execution of work under this item. | 1400.00 | 10 Sqm |
| 5 | M&L for premix bituminous macadam consolidated thickness, 75mm or less, using 4% binder content i.e. paving bitumen grade VG-30 by weight or total mix, and aggregate mixed in computerized hot mix plant, laid, rolled and compacted to required gradient and camber with the help of mechanical paver and power roller 8 to 10 tonne capacity complete all as specified and directed. | 60.00 | Cum |
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