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| Tender ID | 3212858 |
|---|---|
| Organisation Name | Pradhan Mantri Gram Sadak Yojana |
| Tender Brief | Corrigendum : L029- Extension Of Ganiyadoli To Pali Nadoli Mr To Mowari, Stage I And Ii With 5 Years Maintenance Under Pbmc |
| Last Date For Submission | 24th Mar, 2026 |
| Opening Date | 24 Mar, 2026 |
| Document Cost | 5900.00 |
|---|---|
| EMD | 1434000.00 |
| Estimated Cost | 71710000.00 |
| City | DEHRADUN |
|---|---|
| State | Uttarakhand |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils, rocks & E&B as met at site true to lines as per plan & L section cross slope,super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts required for safe disposal of surplus excavated material at suitable dumping places indicated in the drawing by mechanical means/ manual and including construction of coolie walling of minimum height of 0.60 m with the stone available from the required hill side cutting for retaining of the muck without damaging forest and forest land, utility and private properties including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excavated material) till the completion of the work as per part II special conditions of contract, MoRD specification clause 1601 and as directed by Engineer-in-charge. | 1.00 | LS Job |
| 2 | Construction of subgrade (Making Superelevation) with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 740.48 | Cum |
| 3 | Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) | 733.49 | Cum |
| 4 | Construction of earthen shoulders (Patri Filling) with approved material obtained from borrow pits/hill side cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 | 1775.31 | Cum |
| 5 | Granular sub-base course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel | 3069.86 | Cum |
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