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| Tender ID | 4355500 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Macadamisation Of Link From Main Road Danseera To Malpora Including Ahanger Mohalla Upto H/o Fayaz Ahmad. (machine Mix Laid With Paver). |
| Last Date For Submission | 11th Jun, 2026 |
| Opening Date | 12 Jun, 2026 |
| Document Cost | 1100.00 |
|---|---|
| EMD | 60000.00 |
| Estimated Cost | 3000000.00 |
| City | Budgam |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Engagement of JCB for clearing of mulba ,removal of humps including surface dressing etc and clearance of drains complete job. | 5.00 | Hr. |
| 2 | Providing and laying cross drainage RCC pipes in proper position and grade including cutting of road surface as per requirement 300mm dia including proper cushioning, maintaining of gradient incl. all carriages, complete Job. | 4.86 | RM |
| 3 | Providing and laying of GSB incl compacting with (80-100) KN road roller filling having agg. Size not exceeding 90mm granular sub base material to specified lines, grades cross sections all inclusive leads, lifts, loading, unloading with all carriage complete job. | 71.72 | CUM |
| 4 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm incl. Stone screening of size 13.2 mm nominal size (Type A), Moorum, Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. incl. all carriages from Wuyan. | 35.86 | CUM |
| 5 | 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 | 200.93 | CUM |
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