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| Tender ID | 4353156 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Maintenance Of Different Roads Of Sub Division Beohari Block Beohari ,division Shahdol (under Stmc Scheme) 1-jhara To Keet Via Chitron Road L 10.20 Km 2- Khrraha Tola To Nawa Tola Approch Road L- 2.40 3- Kurran Toal Road L- 2.00 Km 4- Beo |
| Last Date For Submission | 10th Jun, 2026 |
| Opening Date | 12 Jun, 2026 |
| Document Cost | 12500.00 |
|---|---|
| EMD | 164560.00 |
| Estimated Cost | 16456000.00 |
| 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 | 1.9338 | Hect |
| 2 | Embankment /Sub Grade Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300. | 154.00 | Cum |
| 3 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. A By Sensor Paver | 371.25 | Cum |
| 4 | Deduction for item No.4.3 if sensor paver is not used | 371.25 | 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) | 577.50 | Cum |
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