| 1 | 1 | Side protection and road | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.001 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001114 | 40.46 | cum |
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| 3 | 1.002 | od162359/2019_2020 : od100553/2019_2020 :60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course<br>masonry with good quality blasted rubble including packing to compactness to lines and levels cost and<br>conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001115 | 40.46 | cum |
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| 4 | 1.003 | od275784/2019_2020 : od100547/2019_2020 :DAR- Random rubble masonry with hard stone in foundation and plinth including<br>levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm<br>nominal size)<br>Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001116 | 89.25 | cum |
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| 5 | 1.004 | od162364/2019_2020 : od100539/2019_2020 :5.1.3 Providing and laying in position specified grade of reinforced cement concrete,<br>excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:<br>1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)<br> | BI01010001010000000000000515BI0100001117 | 5.95 | cum |
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| 6 | 1.005 | od294490/2019_2020 : 5.1.2.Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:<br>1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001118 | 27 | cum |
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| 7 | 1.006 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001119 | 149.801 | sqm |
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| 8 | 1.007 | od162367/2019_2020 : od100548/2019_2020 :5.12 Providing, hoisting and fixing up to floor level precast reinforced cement concrete<br>work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including<br>the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001120 | 8.401 | cum |
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| 9 | 1.008 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001121 | 4147.41 | kilogram |
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| 10 | 1.009 | od162386/2019_2020 : od100545/2019_2020 :50.2.26.1 Filling with contractor own earth (excluding rock) in open areas in layers not<br>exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and<br>lift up to 1.5 m as per direction of site Engineer-in-charge.<br> | BI01010001010000000000000515BI0100001122 | 89.25 | cum |
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| 11 | 1.01 | 2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | BI01010001010000000000000515BI0100001123 | 236 | sqm |
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| 12 | 1.011 | 2.33.1 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth | BI01010001010000000000000515BI0100001124 | 4 | each |
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| 13 | 1.012 | 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001125 | 73.8 | cum |
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| 14 | 1.013 | od188280/2019_2020 : putting up ring bund1.00m width at bottom ,0.60m at top and 1.50m height using 1/3 split coconut post and 1/4 split wailing peices and screening /tatching with double new coconut cadjans with 1/6 th split bamboo repers tied 50cm c/c with coir yarm and filling soft clay etc complete. | BI01010001010000000000000515BI0100001126 | 14.6 | metre |
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| 15 | 1.014 | 60.2.2 : 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 | BI01010001010000000000000515BI0100001127 | 42 | hour |
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