Construction Of Retaining Wall At Thoppuvila Colony -Thennoorkkonam In Kottappuram Ward Construction Of Retaining Wall At Thoppuvila Colony -Thennoorkkonam In Kottappuram Ward, Kottappuram-Kerala
TDR : 31799122
Tender Notice
BOQ
Expired
Kottappuram
Kerala
Construction Of Retaining Wall At Thoppuvila Colony -Thennoorkkonam In Kottappuram Ward Construction Of Retaining Wall At Thoppuvila Colony -Thennoorkkonam In Kottappuram Ward
Work Name:Construction of Retaining wall at Thoppuvila colony -Thennoorkkonam in Kottappuram Ward
Sl. No.
Item Description
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Retaining Wall
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11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.I.Ordinary soil(i)Upto 3 m depth
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11.4.1.2 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I. P.C.C grade M 10(ii) Nominal mix 1:3.6 (Hand mixing)
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11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20
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11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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od1685702/2021_2022 : Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
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2.7.D : Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(D)Dry Rubble Masonry
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12.4.3.3 : Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204III. Random rubble masonry (iii)In cement mortar (1:5)
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