Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4820600 |
|---|---|
| Organisation Name | Directorate Of Urban Local Bodies |
| Tender Brief | Corrigendum : Const Of Streets And Laying Of Storm Water Line From Main Mandebar Road To H/o Amarjeet, Main Mandebar Road To H/o Sunil, H/o Satish Wali Gali, H/o Suresh Wali Gali, H/o Sita Devi Wali Gali And H/o Rajinder Wali Gali In Majri Colony-2 (104),recall |
| Last Date For Submission | 21st Jul, 2026 |
| Opening Date | 22 Jul, 2026 |
| Document Cost | 5000.00 |
|---|---|
| EMD | 65000.00 |
| Estimated Cost | 3554028.00 |
| City | Yamunanagar |
|---|---|
| State | Haryana |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] | $297.660 | cum |
| 2 | [13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] | $100.000 | Kg. |
| 3 | [17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate] | $2585.100 | Sqm |
| 4 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate] | $2585.100 | Sqm |
| 5 | [20.62.1]Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 1. 200 mm i/d [Through Rate] | $870.000 | Metre |
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