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| Tender ID | 4340284 |
|---|---|
| Organisation Name | Local Self Government Department |
| Tender Brief | Corrigendum : Retender-shanthi Nagar Byelane Road Ward 10-kdlr 416/2025-2026 |
| Last Date For Submission | 27th May, 2026 |
| Opening Date | 28 May, 2026 |
| Document Cost | 555.00 |
|---|---|
| EMD | 3300.00 |
| Estimated Cost | 132010.00 |
| City | Ernakulam |
|---|---|
| State | Kerala |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Retarring | ||
| 2 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 38.830 | sqm |
| 3 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 273.000 | sqm |
| 4 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 273.000 | sqm |
| 5 | OD508140/2025-2026:Providing and laying of Interlocking Concrete block pavements using 80mm M40 grade Departmental paver blocks , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in charge | 73.950 | sqm |
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