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| Tender ID | 4525185 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair To Internal Road And Path At Somnath Enclave At Sukna Mil Stn Under Ge Sukna |
| Last Date For Submission | 11th Jul, 2026 |
| Opening Date | 13 Jul, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 124200.00 |
| Estimated Cost | 6311000.00 |
| City | Multi city |
|---|---|
| State | Multi State |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n. exc. 400 sq.m. exc 50 mm and n exc 100mm deep Complete all as specified and as directed. | 15.00 | 10 Sqm |
| 2 | M&L 7.5 cm thick (Compacted thickness) WBM with lime Stone, Sand Stoneetc aggregates of grading 2 (63 to 40mm size) , spread, rolled and consolidated to gradient and camber required using 8-12 tonne power road roller, complete all as specified and directed. | 15.00 | 10 Sqm |
| 3 | M&L for preparing unsurfaced / new water bound macadam(WBM) 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 dirts, etc. and Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 @ 0. 70-1.0 kg/sqm on surface o WMMIVVBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning surface complete all as specified and directed . | 15.00 | 10 Sqm |
| 4 | M&L for premix bituminous macadam using paving bitumen of grade 30 Pack (VG-30) @ 4% by weight of total mix laid / rolled and compacted to required gradient and camber (condolidated theknis 50 mm or less) with 8 to12 tonne power road roller and rolled to a uniform smooth surface (consolidated thickness 50 mm or less), complete all as specified and as directed. Note: The contractor's quoted rate shall be also be deemed to include the following elements: (i) The contractor shall get the mix design done through Govt approved Lab and the same shall be got approved from the bitumen content from the GE before providing Bituminous Mecadum. (ii) In case of varition in bitumen content as per approved design mix in comparision with the bitumen content as specified above, the varition in quantity of bitumen shall be adjusted @ Rs 42 per Kg. | 7.50 | Cum |
| 5 | M&L for bituminous premix semi-dense asphaltic concrete (SCAC) 40mm consolidated thickness with 5.50% binder content of paving bitumen grade 30 pack (VG-30) by weight of total mix, mixed in mechanical hot mix plant and remixed material laid with mechanical paver, rolled and compacted to required camber and gradient with 8 to 12 tonne power roller, complete all as specified and as directed. Note: The contractor's quoted rate shall be also be deemed to include the following elements: (i) The contractor shall get the mix design done through Govt approved Lab and the same shall be got approved from the bitumen content from the GE before providing Bituminous Mecadum. (ii) In case of varition in bitumen content as per approved design mix in comparision with the bitumen content as specified above, the varition in quantity of bitumen shall be adjusted @ Rs 42 per Kg. (iii) The thickness of SDAC indicated above is the minimum thickness, Further it is clearfied that no payment for the addl. thickness in case required to be provided to achieve the desired levels, slope and making the undulations etc all as directed by the GE, shall be made. | 15.00 | 10 Sqm |
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