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| Tender ID | 4353154 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Performance Based Of Different Road Fatehpur To Aintajhar Jurgu To Rosli, Dhanaura-garfandiya-bamhori And Udhiya To Chhata Road Total Length 12.92 Km. Of Sub Division Shahdol Division Shahdol (pbmc) |
| Last Date For Submission | 10th Jun, 2026 |
| Opening Date | 12 Jun, 2026 |
| Document Cost | 15000.00 |
|---|---|
| EMD | 281550.00 |
| Estimated Cost | 28155000.00 |
| City | Shahdol |
|---|---|
| State | Madhya Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting rankvegetation, grass, bushes, shrubs, saplings and trees having girth up to 300 mm, removal of stumps of trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material up to a lead of 1000 metres including removal and disposal of top organicsoil not exceeding 150 mm in thickness. A In area of light jungle | 1.6958 | Hect |
| 2 | Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) (ii) for grading II Material | 4845.00 | Sqm |
| 3 | Providing and applying tack coat with catonic bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (i) @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) | 48450.00 | Sqm |
| 4 | Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with an Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem and pneumatic tyre rollers to achieve the desired compaction as per clause 507 of specification. b- Using Drum Mix Plant of appropriate capacity. iv - for Grading-II ( 30-45 mm thickness ) with 60/70 bitumen(VG-30) | 1526.18 | Cum |
| 5 | Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting on OMC using vibratory roller of 80 to 100 kN static weight. Field compaction shall be done in corresponding layers of carriage way thickness and meet the requirements of MDD to achieve compaction (98% -100%) as per relevant clause of 408. (A) Hard Shoulders (CBR value >12) | 9690.00 | Cum |
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