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| Tender ID | 4857579 |
|---|---|
| Organisation Name | Local Self Government Department |
| Tender Brief | Proj No. 657/27- Kannamoola Attara Lane Drain Maintenance And Other Renovation Works In Kannamoola Ward- |
| Last Date For Submission | 13th Jul, 2026 |
| Opening Date | 15 Jul, 2026 |
| Document Cost | 2760.00 |
|---|---|
| EMD | 50000.00 |
| Estimated Cost | 2542142.00 |
| City | Multi city |
|---|---|
| State | Kerala |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | ROAD MAINTENANCE | ||
| 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. | 102.130 | 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 | OD65369/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 -Packed 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 (Typ - ) 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 (SOY PUBLUC WORKS 65)(Modified 75.5.11.1.A.2Z M RD) | 1200.000 | sqm |
| 5 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 7.500 | cum |
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