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| Tender ID | 2986102 |
|---|---|
| Organisation Name | Gorkhaland Territorial Administration |
| Tender Brief | Corrigendum : Recovery And Reconstruction Of Road From Sh 12 A Garidhura Road Towards Chumpta Village (l 1.50 Km) And Road From C W More Towards Painakumari Village (l 2.50 Km) Under National Disaster Response Fund (ndrf) And State Disaster Response Fund (sdrf) |
| Last Date For Submission | 10th Apr, 2026 |
| Opening Date | 13 Apr, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 496517.00 |
| Estimated Cost | 24825839.00 |
| City | KURSEONG |
|---|---|
| State | West Bengal |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Construction of Embankment with Material Deposited from Roadway Cutting. 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 Tables 300.1 and 300.2 as per Technica Specification Clause 301.5 for Rural Roads of MORD including carriage of material for a distance of 1 km. | 494.988 | Cum |
| 2 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) | 494.988 | Cum |
| 3 | Compacting Original Ground Compacting original ground supporting embankment 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 as given in Tables 300.1 and 300.2 for embankment construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | 494.988 | Cum |
| 4 | Granular Sub-base with Graded Material B. By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). ii) Grading II | 1140.544 | Cum |
| 5 | Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm). B. Manual Means | 325.688 | Cum |
27 Days Left