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Chavakkad Bp 2024-25 Kuranjiyo, Chavakkad - Tender Details
Explore tender information for Chavakkad Bp 2024-25 Kuranjiyo in Chavakkad, including eligibility, deadlines, and bid specifics.
LOCAL SELF GOVERNMENT DEPARTMENT
Chavakkad, Kerala, India
NTID 38847853
Opening Date : Sat 18th January, 2025- Closing Date : Thu 16th January, 2025
- ₹ 423338.00
- NTID 38847853
Chavakkad Bp 2024-25 Kuranjiyoor Panthara K E Colony Madrasa Road Maintenance Ward 8 Punnayur Gp
Key Values: Document Cost: 935.00 | EMD: 10583.00 | Estimated Cost: 423338.00
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
BOQ Items Total Items : 7 | Total Qty : 1333.7
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Retarring | ||
| 2 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 62.420 | sqm |
| 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. | 600.000 | 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) | 600.000 | 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 | 31.680 | cum |
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