| 1 | 1 | ROAD CONCRETING | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.001 | 11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001114 | 41.025 | cum |
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| 3 | 1.002 | od976252/2020_2021 : ALAPUZHA Granular sub-base/base/surface course with local materials / quarry mucg (Table 400.13)by mix in place method normal. Construction of granular sub-base by providing local material spreading inuniform layers with motor grader on prepared surface, compacting with smooth wheel roller to achieve thedesired density complete as per Clause 401.4 as per Technical Specification Clause 408.(ii)Using Gravel mix soil and quarry mucg | BI01010001010000000000000515BI0100001115 | 41.025 | cum |
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| 4 | 2 | 2 Side Protection Works | BI01010001010000000000000515BI0100001116 | | |
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| 5 | 2.001 | 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 | BI01010001010000000000000515BI0100001117 | 16.8 | cum |
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| 6 | 2.002 | od1031872/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6( without formwork.) | BI01010001010000000000000515BI0100001118 | 4.2 | cum |
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| 7 | 2.003 | 11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001119 | 33.075 | cum |
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| 8 | 2.004 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001120 | 0.578 | tonne |
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| 9 | 2.005 | 12.9 : Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | BI01010001010000000000000515BI0100001121 | 50 | no |
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| 10 | 2.006 | od1031819/2020_2021 : Construction of Embankment with Material Obtained from Borrow Pits<br><br>Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(3.4 modified with increased compensation and additional actual conveyance) with out roller compaction | BI01010001010000000000000515BI0100001122 | 39.24 | cum |
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