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| Tender ID | 3998791 |
|---|---|
| Organisation Name | Local Self Government Department |
| Tender Brief | Annual Rate Contract For Construction/repair Of C.c Road From Ward N. 45 To 55 As Per Requirement (arc 2026-27) |
| Last Date For Submission | 21st Apr, 2026 |
| Opening Date | 22 Apr, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 99940.00 |
| Estimated Cost | 4997000.00 |
| City | Jaipur |
|---|---|
| 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 ofunserviceable material and stacking the serviceable material with alllifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks | 281.25 | cum |
| 2 | Carriage of Materials by mechanical transport including loading, unloading and stacking Earth LEAD UP TO 3 KM | 281.25 | CUM |
| 3 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) | 562.5 | 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. Gradingiii | 281.25 | CUM |
| 5 | Providing and laying lean cement concrete 1:4:8 in Sub- base over aprepared 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 gradationafter blending to be as per table 600-1, cement content not to beless than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than10 Mpa at 7 days, mixed in concrete mixer, laid manualy,compacted with surface vibrator, finishing and curing complete asper clause 601, 112 of MoRT&H specification including all material,labour, machinery, lighting, guarding and maintenance of diversion. | 375 | cum |
7 Days Left