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| Tender ID | 4261000 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repairs To Road At Secunderabad Cantonment Military Siding(scms) Under Ge (south) Secunderabad. |
| Last Date For Submission | 8th Jun, 2026 |
| Opening Date | 15 Jun, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 79000.00 |
| Estimated Cost | 3941940.00 |
| City | Secunderabad |
|---|---|
| State | Telangana |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Repair to pot holes any depth, not exceeding 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc cutting around edges to at least 25mm in depth, making good by applying a tack coat @ 5 Kg/ 10 Sqm , putting in premixed bituminous macadam , well rammed and sealed with binder 9.8 Kg / 10 m2 ,blinded with 0.09 m3 of stone chippings 6.3 mm size and again well rammed (including supply of premixed macadam ,binder and chippings l) depth of holes exceeding 30mm complete all as specfied and directed. | 2.30 | X Sqm |
| 2 | M&L 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 to remove all loose dirt etc. complete all as specified and as directed | 400.00 | X Sqm |
| 3 | Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface as specified and directed. | 400.00 | X Sqm |
| 4 | M&L for premixed bituminous macadam laid / rolled with power road roller 8 to 12 Tonne capacity and compacted to required gradient and camber ( consolidated thickness 75 mm or less ) all as specified and directed. | 218.00 | Cum |
| 5 | Bituminous premix semi dense asphaltic concrete (SDAC) 30mm (consolidated thickness) in single layer using paving bitumen of grade VG-30 with 5.5% minimum binder content mixed by weight of total mix as wearing course, using hot mix plant and laid by using mechanical sensor paver, rolled and compacted to required camber and gradient complete all as specified.(Note: No Extra payment shall be paid to the contractor for more quantity of bitumen than mentioned in Sch 'A'.) | 400.00 | X Sqm |
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