Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4830680 |
|---|---|
| Organisation Name | Local Self Government Department |
| Tender Brief | Annual Plan-2026-27-pallippuram Gp-pro.no.145/27-renovation Of Gurudeva Lane In Ward No.9 Of Pallippuram Gp-general Civil Work-1 |
| Last Date For Submission | 14th Jul, 2026 |
| Opening Date | 15 Jul, 2026 |
| Document Cost | 555.00 |
|---|---|
| EMD | 3282.00 |
| Estimated Cost | 131281.00 |
| City | Ernakulam |
|---|---|
| State | Kerala |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Gurudeva lane in ward No.9 | ||
| 2 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 78.000 | sqm |
| 3 | OD55586/2026-2027:For Re laying scarified materials specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting,barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead(OD approved by EE) | 3.900 | cum |
| 4 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 6.465 | cum |
| 5 | OD55590/2026-2027:Providing and laying interlocking concrete block pavements using 80 mm M 40 b hydraulic blocks of approved size , design and shape laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc. complete as per the direction of Engineer in charge.(OD approved by EE ) | 81.000 | sqm |
10 Days Left