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| Tender ID | 4549936 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Macadamization/ Development Of Gousia Colony From The Dr. Showkat Ahmad, Usmania Colony N Link Road Of Ghulam Qadir Jan Near Grid Station. |
| Last Date For Submission | 23rd Jun, 2026 |
| Opening Date | 24 Jun, 2026 |
| Document Cost | 1100.00 |
|---|---|
| EMD | 77200.00 |
| Estimated Cost | 3271000.00 |
| City | Srinagar |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). | 1225.00 | Sqm |
| 2 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. | 1330.00 | Sqm |
| 3 | Providing and laying Nallah Muck including leveling, watering an consolidation with power road roller of 8 to 12 tonne capacity to required gradient and camber, all carriage complete. | 266.00 | Cum |
| 4 | Supply and stacking of graded stone agg. at site of size range 63-45mm Grade IInd with stone screening /chipping 13.20mm size nominal size type A stone dust moorum (khak bajri) at site including all carriage and laying water bound macdam with specified stone agg. stone screenings and binding material incl.Screening sorting, spreading to template and consolidation with PRR with 8-10 tonne capacity etc complete. | 99.75 | Cum |
| 5 | Providing, laying, spreading of 75mm thick compacted wet mix macadam on prepared sub grade/sub-base with crushed quarry stone agg. of specified grading as per IRC/ MOST/MORTH specifications incl. mixed crushed material with predetermined quantity of water in accordance with specifications to form dense mass laying in uniform layers with paver in sub-base/base coarse on well prepared surface rolled with vibratory roller of 8/10 tonne capacity, speed of which should not exceed 5km/hour for each layer, rolling should continue till 98% density is achieved to approved grade & cross section the mixing is to be prepared in approved mechanical mixing plant of suitable capacity & carriage of mixed material by tipper upto site of work complete incl. cost & carriage of all material upto site of work. | 144.38 | Cum |
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