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| Tender ID | 3582700 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair To Road At Various Locations At Naushera Garrasion ( Garhi, Kalsiyan And Jhangar Base)under Ge 862 Ews |
| Last Date For Submission | 9th Apr, 2026 |
| Opening Date | 16 Apr, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 176470.00 |
| Estimated Cost | 10147000.00 |
| City | Rajouri |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Scarifying or picking up gravelled macadam or bituminous macadam surfaces area not exc. 400 Sqm and depth exc. 50mm but not exc. 100mm deep, complete all as specified & directed. | 219.00 | 10 Sqm |
| 2 | 75 mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required using Granite, trap or basalt and rolled with 10 to 12 tonnes power roller, each layer will be consolidated separately and to required gradient and camber, complete all as specified. | 219.00 | 10 Sqm |
| 3 | Repairs to pot holes any depth not exc 1 sqm each including sweeping free from dust and mud or water scoring sunken surfaces in roads paths etc cutting around edges to atlest 25mm in depth and making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder ( paving bitumen VG-30) 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). depth of pot holes exc 30 mm, complete all as specified and directed | 3.50 | 10 Sqm |
| 4 | Preparing water bound macadom surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with power sweeper or compressor to remove all loose dirt etc., applying evenly a priming/ tack coat with bituminous primer using paving bitumen VG-10 at 10 kg per 10 sq metre of road surface Complete all as specified and as directed. | 219.00 | 10 Sqm |
| 5 | Bituminous premix semi-dense asphaltic concrete 40 mm consolidated thickness using paving bitumen VG-30 wiith 5.5% binder content by weight of total mix rolled and compacted to required camber and gradient complete and rolled with 8 to 10 tonne power roller complete all as specified and directed. Note:- (I) In case the binder contents by weight of total mix is less than 5.5% as per per actual design mix, The prices adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. if the total binder contents as per design mix is more than 5.5% no prices adjustment shall be made for the same. (II) Job mix formula for Semi Dense asphaltic concrete shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE. (iii) The Contractor shall submit certificate issued to Hot mix plant that plant is SDAC compliant before incorporating workat site. The Hot Mix plant visit has to be organized by Contractor for approval of GE. (iv) The plant shall be automatic type which must have facility to print the details of composition of material incorporated with all batches of SDAC. | 219.00 | 10 Sqm |
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