Water Resources Department Tender
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Costs
EMD
₹ 11,66,000Document Cost
₹ 2,000Tender Fee
₹ 5,900
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_WR_131008_2Tender No
E_Tender Notice No-63Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
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Earth work in excavation in foundationstrenches etc. in all kinds of soil where Pick-Jumper work is not involved and notexceeding 2.0 metres depth includingdressing of bottom and sides of trenches,stacking the excavated soil clear from theedge of excavation and subsequent fillingaround masonry in 15 cm, layers withcompactionincludingdisposalof allsurplussoil as directed within lead of 30 metres.
Complete in all respect as perdrawings,designs,specificationsandinstructions of Engineer- in-charge.
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Compaction
Extra for laying earth/fly ash as perspecificationsin20cm.Layersanddressing
butexcludingcostofrolling.
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Extra for wateringtheearth/flyash laid in20 cm layers as per specifications for
compaction.
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Extraforrollingtospecifications.
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Cement concretelining75mm. thick or lesslaid manually for irrigation channels, usingcement concrete M15 with cement content325 kg/cum mixed in an automaticcomputerizedBatching&MixingPlant andtransported tothesite in transit mixers withan average lead of 1 Km(FORTRAPEZOIDAL SECTION AND CUPSECTION OF ALL RADII)
(ForSleeperand coping)
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Plain/ReinforcedCementConcreteinOpenFoundation complete as per Drawing andTechnical Specifications. PCC Grade M15
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Putting 1:3 (Cement:water) cement slurrywithcement@ 2.25kgper sqmonpreparedbed and side slopes before laying concreteon bed and side slopes.Complete in allrespect as per drawings,designs,specifications and instructions of Engineer-in-charge
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Earth work fo rlip cutting for lining.
0to 1.5m depth
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Dag-belling for Single Kassi strokeminimum 7.5 cm depth.Complete in allrespect as per drawings,designs,specifications and instructionsof Engineer-in-charge.
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Fillingexpansionjointwithspecialhotimpervioushot pour 12.5mm wideincluding supply and carriage
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Suppy and lying of LDPE Geomembransheetforsleeperof 150micronthicknessasapproved by engineer in charge pasting ofsleepersincludingglyinginpositioncarrigeto siteand jointing
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Extrabitumanpaintingat0.69KG/Sqm
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Any other Item
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