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Payyanur Muncipality 195 25 Ga, Payyanur - Tender Details
Explore tender information for Payyanur Muncipality 195 25 Ga in Payyanur, including eligibility, deadlines, and bid specifics.
LOCAL SELF GOVERNMENT DEPARTMENT
Payyanur, Kerala, India
NTID 39190509
Opening Date : Thu 13th February, 2025- Closing Date : Mon 10th February, 2025
- ₹ 818000.00
- NTID 39190509
Payyanur Muncipality 195/25 Gandhi Nagar Colony Road Balance Prtion Formation Tarring
Key Values: Document Cost: 1805.00 | EMD: 20450.00 | Estimated Cost: 818000.00
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 : 8 | Total Qty : 2299.5
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | ROAD TARRING | ||
| 2 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 132.000 | cum |
| 3 | 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. (ii) Using Gravel mix soil. | 66.000 | cum |
| 4 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 99.000 | cum |
| 5 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 660.000 | sqm |
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