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| Tender ID | 4083441 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Up-gradation Of Rural Road From Nh Connection Near Sikder Bar And Restaurant To Nh Connection Near Vidayasagar Pally Ward No.2 Under Pmgsy-iii, Batch-i, 2024-25, Package No An03dp308, Length 1.728 Km Under Cd, Apwd, Diglipur |
| Last Date For Submission | 11th May, 2026 |
| Opening Date | 11 May, 2026 |
| Document Cost | 5000.00 |
|---|---|
| EMD | 312254.00 |
| Estimated Cost | 15612704.00 |
| City | Diglipur |
|---|---|
| State | Andaman and Nicobar Islands |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | PAVEMENT WORK Clearing and grubbing road land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 | 0.130 | Ha |
| 2 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 5184.00 | sqm |
| 3 | Construction of Embankment with Material Obtained from Roadway Cutting Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the subgrade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. | 2246.25 | cum |
| 4 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 146.75 | cum |
| 5 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders 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. | 706.32 | cum |
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