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| Tender ID | 4054898 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Certain Special Repair To Roads And Connected Items In Aor Of Age B R Iii Under Ge (south) Meerut Cantt |
| Last Date For Submission | 30th May, 2026 |
| Opening Date | 01 Jun, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 180820.00 |
| Estimated Cost | 10582000.00 |
| City | Meerut |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), complete all as specified and directed. | 5.00 | Ten Sqm |
| 2 | M&L for premix bituminous macadam mixed with paving bitumen 4% (by weight of total mix) bindre content (VG-30) viscosity grade an penitration laid / rolled and compacted to required gradient and chamber (consolidated thickness n.exc 75 mm) with 8 to 10 tonne power roller complete all as as specified and directed. Note:- (a) 5 Nos of core cutter test to be carried out by contractor on his own cost before laying of SDAC on BM surface at location directed by Engr-in-charge and test report to be submitted before processing the RAR/payments. (CTL/IIT roorkee/any Govt institution as approved by GE). (b) The unit rates are worked out on the basis of binder content of 4% by total mix. Any addition/deduction in the actual binder content used, the rate shall be adjusted as per given in SSR Part-II | 23.50 | Cum |
| 3 | Preparing surface of road by brushing with wire brushes for removing caked mud etc. cleanned by compressor blower machine and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer(VG-10) viscocity grade @ 5 kg per 10 sq metre complete all as specified and directed. | 1805.00 | Ten Sqm |
| 4 | M&L for bituminous premixed semi dense asphaltic concrete, 30mm thick (consolidated thickness) stone chippings mixed with 5.5% of binder contents using paving bitumen (VG-30 viscosity grade mixed in hot mix plant, transported to site on tippers and LAID WITH MECHANICAL PAVER and rolled to a uniform smooth surface with 8 to 10 tonne power roller and compacted to required camber and gradient, complete all as specified and directed. Note:- (a) 5 Nos of core cutter test to be carried out by contractor on his own cost after 7 days from date of laying of SDAC at location directed by Engr-in-charge and test report to be submitted before processing the RAR/payments. (CTL/IIT roorkee/any Govt institution as approved by GE). (b) The unit rates are worked out on the basis of binder content of 5.5% by total mix. Any addition/deduction in the actual binder content used, the rate shall be adjusted as per given in SSR Part-II | 1805.00 | Ten Sqm |
| 5 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed | 500.00 | Sqm |
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