Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4267227 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Renewal And Rehabilitation Work On Various Nagar Parishad Roads Nagar Nigam Ajmer Risk And Cost Package No Rj-01-09/lsg/2022-23 Agency Ramesh Jain Beawarrenewal And Rehabilitation Work On Various Nagar Parishad Roads Nagar Nigam Ajmer Risk And Cos |
| Last Date For Submission | 21st May, 2026 |
| Opening Date | 22 May, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 31400.00 |
| Estimated Cost | 1570000.00 |
| City | Beawar |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Construction of CC Road from Hemant Bhati house to Mayo Link Road | ||
| 2 | Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Concrete Cement Concrete plain 1:3:6 mix. | 411 | Cum |
| 3 | Carriage of Earth, sand, gravel, u/s kankar, lime, flyash, morrum, manure or sludge. Including loading unloading with all lead and lift for 4 km | 411 | Cum |
| 4 | Construction of dry lean cement concrete 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 a batching plant as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8 -10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601. | 176 | Cum |
| 5 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30, 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 fixed form or 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. | 235 | Cum |
6 Days Left