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| Tender ID | 5002700 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Development Of Link Road From Main Road Bon Kralnewa To Nad Mohalla Kralnewa |
| Last Date For Submission | 3rd Aug, 2026 |
| Opening Date | 03 Aug, 2026 |
| Document Cost | 300.00 |
|---|---|
| EMD | 16000.00 |
| Estimated Cost | 800000.00 |
| City | Budgam |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. | 201.60 | Sqm |
| 2 | Supplying, stacking,Laying, spreading and compacting stone aggregate of specified sizes( 63 to 45mm) to WBM specifications in uniform thickness,hand picking, including rolling with 3 wheeled road / vibratory roller 8-10tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening ( 13.2mm size) /binding material( stone dust/moorum) to fill up interstices of coarse aggregate,watering and compacting to the required density( finished work shall be paid) with all leads , lifts and carriages as involved upto site of work. All complete job. | 5.28 | cum |
| 3 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge | 56.34 | cum |
| 4 | Providing and laying of tack coat using hot straight run bitumen of VG-10 including heating the bitumen spraying the bitumen by mechanically operated spray unit fitted on bitumen boiler ,cleaning and preparing the existing road surface to remove all dirt dust mud etc and finally brooming the surface as per required specifications. | 751.22 | Sqm |
| 5 | Providing and laying of 50 mm Premix Bitumenous macadam base coarse with stone aggregate of quality size and grading as specified in MORTH with straight run bitumen of grade 80/100 @3% by weight of total mix (@60kg/cum) including hot mixing transporting mixed material and laying with paver finishers to the required level and grade rolling with road roller of 8 to 10 ton capacity to achieve the required compaction and density cost and carriage of all materials involved complete | 37.56 | CUM |
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