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| Tender ID | 4267377 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Renovation Work Chhabili Ghati Bikaner (ew) |
| Last Date For Submission | 18th May, 2026 |
| Opening Date | 19 May, 2026 |
| Document Cost | 200.00 |
|---|---|
| EMD | 4000.00 |
| Estimated Cost | 200000.00 |
| City | Bikaner |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular/ Conical cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, The base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have hinged lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 for Octagonal & P-02 for Conical with base plate and foundation bolt on the Existing cement concrete foundation. To ensure quality of product it's entire manufacturing process starting from sheet cutting to galvanization sould be done under one premises. | ||
| 2 | Poles with Octagonal/Conical Cross Section | ||
| 3 | 8 Mtr. | 4 | Each |
| 4 | Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles as per Drawing attach at Table P-05 with Following Procedure | ||
| 5 | A) Excavation of Pit for Foundation Size upto required depth from Ground level |
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