| 1 | 1 | box culvert | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.001 | 3.6 : Excavation in Marshy SoilExcavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6. | BI01010001010000000000000515BI0100001114 | 51.36 | cum |
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| 3 | 1.002 | od1072703/2020_2021 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001115 | 72 | hour |
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| 4 | 1.003 | od1072708/2020_2021 : Coconut Pile - Supplying and stacking well matured straight coconut post for<br>driving down throug various strata bellow bed level including cost coveyance<br>labour charges etc complete. | BI01010001010000000000000515BI0100001116 | 600 | metre |
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| 5 | 1.004 | od1072712/2020_2021 : Coconut Pile - Driving down coconut pile to lines and levels through variuos<br>strata including all hire charges and labour for fixing , staging platform and all<br>other appliances necessary for pile driving down after pointing the bottom end | BI01010001010000000000000515BI0100001117 | 600 | metre |
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| 6 | 1.005 | od1072726/2020_2021 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5 m bottom width, 1.5 m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.5 0m , using coconut full size post verticle as horizontal including labour dismantling the bund after completion of the work etc. complete. | BI01010001010000000000000515BI0100001118 | 12 | metre |
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| 7 | 1.006 | 14.8 : Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | BI01010001010000000000000515BI0100001119 | 24.6 | cum |
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| 8 | 1.007 | 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 | BI01010001010000000000000515BI0100001120 | 7.568 | cum |
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| 9 | 1.008 | 11.4.5 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | BI01010001010000000000000515BI0100001121 | 8 | cum |
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| 10 | 1.009 | 12.5.4 : 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 mIV.R.C.C. grade M 25 | BI01010001010000000000000515BI0100001122 | 7.12 | cum |
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| 11 | 1.01 | 13.1.2 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | BI01010001010000000000000515BI0100001123 | 8.4 | cum |
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| 12 | 1.011 | 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) | BI01010001010000000000000515BI0100001124 | 18.4 | cum |
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| 13 | 1.012 | od1073067/2020_2021 : construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreding, grading to required slope and compacted to meet required height ans as per technical specification Kuttanadu thaluk-subgrade | BI01010001010000000000000515BI0100001125 | 24.5 | cum |
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| 14 | 1.013 | od1073068/2020_2021 : Construction of Subgrade and Earthen Shoulders<br><br>Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.kuttanadu Thaluk | BI01010001010000000000000515BI0100001126 | 3 | cum |
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| 15 | 1.014 | od1073069/2020_2021 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in<br>place method normal. Construction of granular sub-base by providing local material spreading in uniform<br>layers with motor grader on prepared surface, mixing at once and compacting with smooth wheel roller to<br>achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause (ii)Using<br>Gravel mix soil. | BI01010001010000000000000515BI0100001127 | 4.8 | cum |
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| 16 | 1.015 | 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 | BI01010001010000000000000515BI0100001128 | 1.143 | cum |
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| 17 | 1.016 | 13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | BI01010001010000000000000515BI0100001129 | 3.375 | tonne |
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| 18 | 1.017 | 15.13 : White washing of parapet walls of CD work and tree truncks\t\t<br>\t\nWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 | BI01010001010000000000000515BI0100001130 | 26.872 | sqm |
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| 19 | 1.018 | 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) | BI01010001010000000000000515BI0100001131 | 2.4 | cum |
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| 20 | 1.019 | 10.4.A.1 : Direction and Place Identification signs with size more than 0.9 sqm size board\t<br>\t\t\nA.\tRetro-reflectorised Traffic Signs\t\t<br>\n1\tProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001132 | 1 | sqm |
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