Local Self Government Department Tender
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Costs
EMD
₹ 9,275Document Cost
₹ 820Tender Fee
Refer Documents
Summary
Annual Plan-pro.no - 165/25-kadaplamattom Gp Palayam Manakkpadi Road Maintenance-general Civil Work25-general Civil Work
Description
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Contact
Tender Id
2024_LSGD_709724_12Tender No
3/AE/LSGD/KDPM/24-25Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://lsgkerala.gov.in
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Documents
BOQ Items
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OD211667/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
82.67
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OD215057/2024-2025:DR With Departmental stone - DRY RUBBLE MASONRY Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels,labour charges etc . complete
6.71
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75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.46
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OD215077/2024-2025:Providing conerete for Plain/reinforced concrete in open foundations complete as per drwings and technical specifications clause 802,803,1202 &1203 I.P.C.C grade M 10 (od1385886/2021_2022 :) (i)Nominal mix 1:3:6 WITHOUT FORM WORK
0.09
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9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 750 mm dia
1.2
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OD215081/2024-2025:Construction of Embankment with material obtained from Borrow pits . Construction of Embankment with material obtained from Borrow pits with a lift up to 1.50 m transporting to site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m as per Technical Specification Clause 301.5 ( with roller )
1.13
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