Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4005344 |
|---|---|
| Organisation Name | Local Self Government Department |
| Tender Brief | Corrigendum : Nagar Nigam Kota Ward No 18 And 21 Tanching Ground Opp Green Balte Tharmal Gate No 3 Exzotica To Balita Road Green Balte Vikas Work 5 Nit 1 |
| Last Date For Submission | 27th Apr, 2026 |
| Opening Date | 28 Apr, 2026 |
| Document Cost | 3500.00 |
|---|---|
| EMD | 213220.00 |
| Estimated Cost | 10661000.00 |
| City | Kota |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | WORK NAME | ||
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Cement Concrete Grade M-15 and above and PCC blocks | 109.35 | Cum |
| 3 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil | 944.25 | Cum |
| 4 | Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - III Material | 511.80 | Cum |
| 5 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 21.90 | Cum |
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