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| Tender ID | 4867745 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : State Highway Restoration And Repair Ramgarh Govindgarh Highway Under Dlp Risk And Cost |
| Last Date For Submission | 16th Jul, 2026 |
| Opening Date | 17 Jul, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 11100.00 |
| Estimated Cost | 555000.00 |
| City | Alwar |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | PART-A(ROAD PART) | ||
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MORTH specification clause 201 In area of light jungle | 2.951 | Hect. |
| 3 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORTH specification clause 202. | 22.75 | Cum |
| 4 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400 Kg per cum , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. | 22.75 | Cum |
| 5 | Providing and laying bituminous concrete as per design mix on prepared surface with specified graded crused aggregates (as per table 500-18) for wearing coarse including loading aggregates with F.E. loader, heating aagregate and binder in approved hot mix plant as per clause 6.5 of manual and transporting the mixed material with tipper and laying with paver finisher (as per clouse 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150 to 250 KN pneumatic tyred roller with TP=0.7 Mpa to achieve the desired density (as per approved job mix), but excluding primer/tack coat [MORTH Specification Clause 508,112] including antistripping agent with all lead. VG-30 grade | 10.00 | Cum |
5 Days Left