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| Tender ID | 5018299 |
|---|---|
| Organisation Name | Local Self Government Department |
| Tender Brief | Mp-lads-2025-26 Works Proposed By Honble Mp Sri V K Sreekandan 18 Th Ls Renovation Of Vietnam Padi To Muthashiyarkkavu Road Koppam Gramapanchayath-renovation Of Vietnam Padi To Muthashiyarkkavu Road Koppam Gramapanchayath Pattambi Block-general Civi |
| Last Date For Submission | 27th Jul, 2026 |
| Opening Date | 28 Jul, 2026 |
| Document Cost | 1870.00 |
|---|---|
| EMD | 21180.00 |
| Estimated Cost | 847207.00 |
| City | Palakkad |
|---|---|
| State | Kerala |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | ROAD RETARING | ||
| 2 | OD255853/2025-2026::Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 10.254 | cum |
| 3 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 826.000 | sqm |
| 4 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 826.000 | sqm |
| 5 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 66.250 | cum |
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