Water Resources Department Tender
View complete overview of Goa WRD Tender
Costs
EMD
₹ 1,70,077Document Cost
₹ 8,000Tender Fee
₹ 6,000
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
2025_WRD_20692_1Tender No
WDXI/PB/F.24/2024-25/1708/Sr2Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a)All works upto plinth level.
326.5
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b)In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level.
413
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Providing & fixing weep holes with rigid PVC make laid in position with a required slope & level white laying pipes of approved the concrete of retaining wall , wing wall & earth retaining structure complete as directed by the Engineer-in-charge. a)110 mm
304
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12mm cement plaster 1:4(1 cement : 4 fine sand)
592
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Refilling the pipeline/foundation trenches plinth sides, foundation etc. With available excavated earth in layers not exceeding 20cm depth consolidating each layer ramming and watering lead upto 50 m and all lifts and disposal of surplus earth as directed by Engineer in Charge.
861
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