Harbour Engineering Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 5,515Tender Fee
Refer Documents
Summary
General-construction Of Side Protection Wall And Road From Kakkathopp To Thanni In Eravipuram Lac In Kollam District- General Civil Work
Description
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Contact
Tender Id
2024_HED_649449_2Bid Award Id
ViewTender No
HED/CEHED/TR/310/2022_5_1_1/1Tender Authority
Harbour Engineering Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
OD1493/2022-2023:Filling with Quarry Muck Filling up low lying and water logged areas with quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
560
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OD1494/2022-2023:GSB using quarry waste- construction of granular sub base by providing quarry waste spreading in uniform layers with motor grader on prepared surface, leveling the top at site and consolidation by smooth wheeled roller, etc complete for improving the CBR value of subgrade. Details of cost for 300 cum
336
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OD3765/2022-2023:Lifting , conveying the departmentally supplied cement concrete blocks from stacking yard and placing in position in layers in lines and levels as per the direction of departmental officers at site (Based on observed data of TS 565/2020-2021 for the work NABARD RIDF XXVI- Expansion and refurbishment of Neendakara fishing harbour Dated:04-11-2020)
483.75
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OD3799/2022-2023:Supplying and placing 220 gsm woven Geotextiles like polyproplene multi filament fabric using twisted high tenacity yarn at the back side of the reclamation wall in two layers as filter to prevent escape of the embankment material through the voids of the blocks including providing necessary overlaps,all cost,conveyance,labour charges etc complete as per the instruction of departmental officers.
240
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Appendix B: GSB filling
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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. <br>(ii) Using Gravel mix soil.
224
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