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| Tender ID | 4459266 |
|---|---|
| Organisation Name | Works Department |
| Tender Brief | Corrigendum : Improvement Of B.b. Pitha Square To Via-choudhury Sahi, Panda Sahi, Hanuman Mandir Of Ganjam Nac Odr From 0/00 To 0/756. |
| Last Date For Submission | 20th Jun, 2026 |
| Opening Date | 22 Jun, 2026 |
| Document Cost | 10000.00 |
|---|---|
| EMD | 163800.00 |
| Estimated Cost | 16380003.00 |
| City | Berhampur |
|---|---|
| State | Odisha |
| # | 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 to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness incluidng labour & T&P required etc complete as per the OPWD Specification and direction of the Engineer-in-charge. | 734.650 | sqm |
| 2 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. incluidng labour & T&P required etc complete as per the OPWD Specification and direction of the Engineer-in-charge. | 183.660 | cum |
| 3 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 as per approved Drawing & Technical Specifications & direction of Engineer in Charge and Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision) as per direction of Engineer-In-Charge. | 814.860 | cum |
| 4 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density incluidng labour & T&P required etc complete as per the OPWD Specification and direction of the Engineer-in-charge. | 110.200 | cum |
| 5 | Construction of Granular Sub-Base by providing Grading-VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 etc complete and direction of the Engineer-in-charge. | 112.400 | cum |
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