Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date11 Mar 2024
Closing Date7 Aug 2024
Tender Amount₹ 5,00,000
Costs
EMD
₹ 10,000Document Cost
₹ 2,000Tender Fee
₹ 590
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_119988_3Bid Award Id
ViewTender No
NIT 57/8A Dated 11-03-2024 Canal Lining Mkt.Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
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Rehandling of earth work (New) (C.S.R. 6.1 (b))
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Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 30 mtr. (C.S.R. 24.6(c))
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Single layer 75 mm thick brick lining in 1:3 cement sand mortar over 10mm thick cement plaster 1:3 over 12.50mm thick cement plaster in 1:5 on sub grade (on side slopes)(C.S.R. 19.20 (i))
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Dressing of subgrade for lining (C.S.R. 19.1)
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Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 (C.S.R. 19.31)
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Filling triangular portion under coping and on side of toe wall underneath lining with 1:3 cement sand mortar (C.S.R. 19.28)
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12.5 mm thick cement plaster 1:3
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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads upto 9 kms(C.S.R. 19.38)
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Filling cement bags with sand sewing and laying in position within 30 meters in dry including cost of E.C bags and strings. (C.S.R. 23.26 )
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