Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4004467 |
|---|---|
| Organisation Name | Ministry Of Road Transport And Highways |
| Tender Brief | Corrigendum : Special Repair Work From Mundawara Mod (km 48/700) To Kushalgarh (km 62/00) Via Talvraksh On Nh-248a Shahpura-thanagazi- Alwar-ramgarhnuh Road In The State Of Rajasthan |
| Last Date For Submission | 8th Jun, 2026 |
| Opening Date | 09 Jun, 2026 |
| Document Cost | 10000.00 |
|---|---|
| EMD | 1479060.00 |
| Estimated Cost | 73953000.00 |
| City | Kushalgarh |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201 - By mechanical Means. - In area of light jungle | 5.32 | Hact. |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202. By Mechanical Means. Bituminous courses | 1113.75 | Cum |
| 3 | Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam (as per table 400-12 and 400-13) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 406 & Clause 112) by mechanical means with all lead . | 1720.69 | Cum |
| 4 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer s specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface ) | 12375.00 | Sqm |
| 5 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8 & 500-10 and design mix for base/binder course including loading of material with Front end loader, heating of binder (including cost of anti-stripping compound wherever required) aggregate and filler as per table 500-9, in hot mix plant More than 60-90 TPH, transporting the mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 505 & 112] with all leads. Grading II (26.5mm nominal size) - Bitumen @ minimum 4.5% of mix using VG 40 ( thickness 50 - 75 mm ) | 4827.90 | Cum |
8 Days Left