| 1 | 1 | Appendix 1 Construction Kadekkara puthuvayal thode side wall and slab | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.001 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001114 | 32.69 | cum |
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| 3 | 1.002 | od461281/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical Clauses 802,803, ,1202 & 1203<br>P.C.C grade M10<br>(i) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001115 | 4.67 | cum |
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| 4 | 1.003 | 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) | BI01010001010000000000000515BI0100001116 | 14.01 | cum |
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| 5 | 1.004 | 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 | BI01010001010000000000000515BI0100001117 | 5.604 | cum |
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| 6 | 1.005 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001118 | 0.449 | tonne |
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| 7 | 2 | Appendix 2 Construction of cross drain near Chathodam anganavadi | BI01010001010000000000000515BI0100001119 | | |
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| 8 | 2.001 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001120 | 3.24 | cum |
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| 9 | 2.002 | 4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii)\tUsing Gravel mix soil. | BI01010001010000000000000515BI0100001121 | 0.72 | cum |
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| 10 | 2.003 | od461298/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical Clauses 802,803, ,1202 & 1203<br>P.C.C grade M10<br>(i) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001122 | 0.36 | cum |
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| 11 | 2.004 | 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) | BI01010001010000000000000515BI0100001123 | 1.08 | cum |
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| 12 | 2.005 | 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 | BI01010001010000000000000515BI0100001124 | 0.54 | cum |
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| 13 | 2.006 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001125 | 0.044 | tonne |
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| 14 | 3 | Appendix 3 Construction of covering slab for Thattarimukku puthuvayal drainage | BI01010001010000000000000515BI0100001126 | | |
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| 15 | 3.001 | 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 | BI01010001010000000000000515BI0100001127 | 3.6 | cum |
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| 16 | 3.002 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001128 | 0.288 | tonne |
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| 17 | 4 | Appendix 4 Construction of Maariyamman thode cross drainage | BI01010001010000000000000515BI0100001129 | | |
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| 18 | 4.001 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001130 | 3.6 | cum |
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| 19 | 4.002 | 4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii)\tUsing Gravel mix soil. | BI01010001010000000000000515BI0100001131 | 0.6 | cum |
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| 20 | 4.003 | od461464/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical Clauses 802,803, ,1202 & 1203<br>P.C.C grade M10<br>(i) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001132 | 0.24 | cum |
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| 21 | 4.004 | 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) | BI01010001010000000000000515BI0100001133 | 0.743 | cum |
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| 22 | 4.005 | 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 | BI01010001010000000000000515BI0100001134 | 0.36 | cum |
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| 23 | 4.006 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001135 | 0.029 | tonne |
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| 24 | 4.007 | od463125/2019_2020 : <br>Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(Add 5 per cent of material for painting one shop coat with red oxide primer and three coats of synthetic enamel paint and consumables @ 5% on material , Add for cost of concrete for fixing vertical post in the preformed recess @ 1 per cent of material , Add for electricity charges, welding and drilling equipment, electrodes and other consumables @ 1 per cent of material) | BI01010001010000000000000515BI0100001136 | 0.263 | quintal |
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| 25 | 5 | Appendix 5 Construction of vilakkathan vayal thode side wall | BI01010001010000000000000515BI0100001137 | | |
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| 26 | 5.001 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001138 | 1.08 | cum |
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| 27 | 5.002 | od461464/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical Clauses 802,803, ,1202 & 1203<br>P.C.C grade M10<br>(i) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001139 | 0.38 | cum |
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| 28 | 5.003 | 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) | BI01010001010000000000000515BI0100001140 | 0.72 | cum |
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| 29 | 6 | Appendix 6 Construction of side wall for thode near Andalloor Senior Basic School | BI01010001010000000000000515BI0100001141 | | |
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| 30 | 6.001 | 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 | BI01010001010000000000000515BI0100001142 | 7.02 | cum |
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| 31 | 6.002 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001143 | 2.093 | cum |
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| 32 | 6.003 | od461464/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical Clauses 802,803, ,1202 & 1203<br>P.C.C grade M10<br>(i) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001144 | 2.093 | cum |
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| 33 | 6.004 | 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) | BI01010001010000000000000515BI0100001145 | 10.092 | cum |
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| 34 | 7 | Appendix 7 Construction of covering slab for K P jayakaran drainage | BI01010001010000000000000515BI0100001146 | | |
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| 35 | 7.001 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001147 | 14 | cum |
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| 36 | 7.002 | od466613/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical Clauses 802,803, ,1202 & 1203<br>P.C.C grade M10<br>(i) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001148 | 2 | cum |
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| 37 | 7.003 | 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) | BI01010001010000000000000515BI0100001149 | 3.01 | cum |
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| 38 | 7.004 | od463125/2019_2020 : <br>Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(Add 5 per cent of material for painting one shop coat with red oxide primer and three coats of synthetic enamel paint and consumables @ 5% on material , Add for cost of concrete for fixing vertical post in the preformed recess @ 1 per cent of material , Add for electricity charges, welding and drilling equipment, electrodes and other consumables @ 1 per cent of material) | BI01010001010000000000000515BI0100001150 | 2.17 | quintal |
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| 39 | 7.005 | 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 | BI01010001010000000000000515BI0100001151 | 4.5 | cum |
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| 40 | 7.006 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001152 | 0.36 | tonne |
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