Zilla Panchayat Tender
View complete overview of Goa Zilla Panchayat Tender
Costs
EMD
₹ 8,452Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2024_ZP_14237_1Bid Award Id
ViewTender No
3/6/SGZP/2023-24/TN-147/L11Tender Authority
Zilla Panchayat ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
Foundations, footings, bases for columns and mass concrete.b)vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.
56.42
27025
479
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
14.7
100107
6810
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: 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.
24.6
182753
7429
Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in chargeA) 110 mm dia
10.5
3811
363
Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.
3.6
18648
5180
12mm cement plaster 1:3 (1 cement : 3 fine sand)
27.6
6568
238
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
16.99
33215
1955
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