Zilla Panchayat Tender
View complete overview of Goa Zilla Panchayat Tender
Costs
EMD
₹ 8,705Document Cost
₹ 4,000Tender Fee
₹ 1,000
Summary
Construction Of Road And Retaining Wall Near Henry Dias House At Banda Assolna In V.p. Assolna In Velim Constituency
Description
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Contact
Tender Id
2024_ZP_18531_1Tender No
3/6/SGZP/2024-25/TN-161/L20Tender Authority
Zilla Panchayat ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering,
shuttering and finishing : 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.
37.84
7442
281605.28
Centering and shuttering including struttings, propping etc. and removal of formwork for : b)vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses,
fillets, etc.
91
479
43589
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 charge B) 75 mm dia
11.5
363
4174.5
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.
1
1955
1955
Construction of embankement with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300-2 as per MORTH specification 305
112
549
61488
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