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NTID 39820837
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Deposit Work Road Restoration , Irinjalakuda - Tender Details
Explore tender information for Deposit Work Road Restoration in Irinjalakuda, including eligibility, deadlines, and bid specifics.
KERALA WATER AUTHORITY
Irinjalakuda, Kerala, India
NTID 39820837
- Opening Date : Sat 5th April, 2025
- Closing Date : Fri 4th April, 2025
- ₹ 7426155.00
- NTID 39820837
Key Values: Document Cost: 2760.00 | EMD: 50000.00 | Estimated Cost: 7426155.00
Tender Description
Deposit Work Road Restoration Work At Thrissur Corparation Ollur Zone Balance Work Of Sampoorna Kudivella Padhathi -at Various Divisions - Part 1
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
Costs
-
EMD
50000.00 -
Document Cost
2760.00 -
Estimated Cost
7426155.00
BOQ Items Total Items : 7 | Total Qty : 31050
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | LSGD Road Restoration Charges | ||
| 2 | 3.6:Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6. | 1293.750 | cum |
| 3 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 862.500 | 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 | 431.250 | 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 | 9487.500 | sqm |
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