Work Name:2021-22 Marutharode Grama Panchayat 134/22 Improvement to various Drainage
Sl. No.
Item Description
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Drainage
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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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11.4.1.1 : 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(i)Nominal mix 1:3:6
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13.1.1.1 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5I.R.C.C grade M 20(i)For nominal mix 1:2:4
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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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For name board & side wall
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od1403823/2021_2022 : Supplying and providing ready made GI name board with all conveyance, labour and hire cherges etc. complete- Using GI hollow tube of size 80X40x1.4mm post, 40x20x1.4mm outer frame, 0.6mmthick iron sheet in the size 90X60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and fixing in ground using CC 1:2:4 etc complete
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15.9.1 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortor
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60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling courseusing departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
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2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. 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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.
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