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| Tender ID | 4560917 |
|---|---|
| Organisation Name | Local Self Government Department |
| Tender Brief | Corrigendum : Cc Road Construction Work From Mehendi Hasan House To Mustaq Bisayati House, From Imran House To Ibrahim House Ward No 36, From Mahadev Maya Tirpal To Jaswantgarh Road Ward No 38 And From Service Road Bridge To Mumtaz Chhipa House Ward No 38 |
| Last Date For Submission | 2nd Jul, 2026 |
| Opening Date | 03 Jul, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 37300.00 |
| Estimated Cost | 1865000.00 |
| City | Multi city |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | 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 | 63.00 | Cum |
| 2 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: Stone, boulders, gravelly material lead 3 Km | 63.00 | 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 | 60.00 | Cum |
| 4 | Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), 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. | 168.00 | 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. | 153.00 | Cum |
7 Days Left