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| Tender ID | 3675317 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair Of Roads At Hisar Mil Stn Under Ge West Hisar |
| Last Date For Submission | 16th Apr, 2026 |
| Opening Date | 18 Apr, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 163000.00 |
| Estimated Cost | 9230903.00 |
| City | Hisar |
|---|---|
| State | Haryana |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Repair to pot holes of any depth exc 30 mm , not exc 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, cutting around edges to at least 25mm in depth. Making good by applying a tack coat with bituminous primer VG-10 @ 4 kg per X Sqm putting in premix bituminous macadum , well rammed and sealed with 9.8 kg of binder VG-30 per 10 sqm blinded with 0.09 cum of stones chipping 6.3 mm size and again well rammed (including supply of premixed macadam binder VG-30 and chippings.) | 12.00 | XSQM |
| 2 | M&L 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 and air compressor to remove all loose dirt etc. complete all as specified and as directed. | 2718.00 | XSQM |
| 3 | M & L for applying evenly a tack coat with paving bitumen at the rate of 5 kgs per 10 Sqm on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course complete all as specified and as directed by Engr-in-Charge. | 2718.00 | XSQM |
| 4 | M&L for 30 mm thick (consolidated thickness) bitumenous premixed semi dense asphaltic concrete carpet with 5.5% binder content paving bitumen VG-30 by weight of total mix and stone dust using as filler material, laid with mechanical paver, rolled and compacted with 8 to 12 tonne power roller to required camber and gradient complete all as specified and as directed by Engr-in-Charge. Note :- (i) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. (ii) The minus adjustment in rate due to variation in quantity of bitumen on lower side if any shall be priced at the rate of Rs 44 per Kg. No adjustment shall be made for bitumen more tha 5.5% | 2718.00 | XSQM |
| 5 | M&L for preparation of new /old surfaces providing and making lines, dashes , arrows, letters etc on road applied hot thermoplastic road marking paint with glass beads min 2.00 mm thick complete in all respects such as furnishing all labour, material, tool, Equipment incl all incidental cost necessary to carryout the work at site conforming to technical specification clause no.803 of MORT & H specifications 4th Revision of 2001/Latest edition complete all as specified and directed. | 1190.00 | SQM |
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