| 1 | 1 | CC Drain | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.001 | 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 suitable material.I.Ordinary soil(i)Upto 3 m depth | BI01010001010000000000000515BI0100001114 | 131.325 | cum |
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| 3 | 1.002 | od1057181/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations (WITHOUT FORMWORK) complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (11.4.1.1 Modified)P.C.C grade M 10, Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001115 | 23.175 | cum |
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| 4 | 1.003 | 12.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001116 | 34.763 | cum |
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| 5 | 1.004 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001117 | 0.081 | tonne |
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| 6 | 1.005 | 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 | BI01010001010000000000000515BI0100001118 | 1.35 | cum |
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| 7 | 1.006 | od1057191/2020_2021 : Providing Wearing Coat in CC Drain using plain cement concrete as per drawings and direction of Engineer-in-Charge (11.4.4 Modified) Nominal Mix 1:2:4 | BI01010001010000000000000515BI0100001119 | 3.863 | cum |
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| 8 | 1.007 | od1065842/2020_2021 : Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | BI01010001010000000000000515BI0100001120 | 15 | cum |
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| 9 | 1.008 | od1065878/2020_2021 : <br>Providing and erecting NAME BOARD supported Fixed over MS sheeting, 2mm thick supported on GI Pipe 40mm dia firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 300mm x 300 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701,600x450mm rectangular | BI01010001010000000000000515BI0100001121 | 1 | no |
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