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| Tender ID | 4860097 |
|---|---|
| Organisation Name | Local Self Government Department |
| Tender Brief | Pro No 686/27 Retarring And Reconcreting Of Mannarathala Puliyanampuram Bye Roads Sabeer Lane Nalliyoorkonam Idavilakom Arayalloor Lanes -in Valiyavila Ward |
| Last Date For Submission | 13th Jul, 2026 |
| Opening Date | 15 Jul, 2026 |
| Document Cost | 2760.00 |
|---|---|
| EMD | 50000.00 |
| Estimated Cost | 2118287.00 |
| City | Thiruvananthapuram |
|---|---|
| State | Kerala |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Road Work | ||
| 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. | 130.950 | 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. | 1200.000 | sqm |
| 4 | OD58715/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65Packed bitumen rates and Antistripping Agent 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 By Manual Means Type A (II) Bitumen (S-65) (Modified 75.5.11.1.A.2Z M RD) | 1200.000 | sqm |
| 5 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 3.415 | cum |
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