| 1 | 1 | Road Work | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-In-Charge including uprooting and removing plants and jungles when and where necessary (b) Depth above 150mm up to 300mm | BI01010001010000000000000515BI0100001113 | 779 | sqm |
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| 3 | 1.02 | Brick edging 75mm wide with picked jhama bricks, laid true to line and level including cutting necessary trenches in soil or in hard metalled surface , laying the bricks and repacking the trenche (on both side of the edging) with spoils and ramming the same thoroughly complete as per direction. (b) Brick-on-end edging (250 mm) depth. | BI01010001010000000000000515BI0100001114 | 1632 | M |
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| 4 | 1.03 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. | BI01010001010000000000000515BI0100001115 | 58 | Cum |
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| 5 | 1.04 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packeed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. (a) Single brick flat soling (thickness 75 mm.) | BI01010001010000000000000515BI0100001116 | 779 | M2 |
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| 6 | 1.05 | Hire and labour charges for Shuttering with or\nwithout staging upto 4.0 m height using approved\nstout props with wooden planks/ply wood/steel\nsheet plate with required bracing for any kind of\nplain or reinforced concrete works in all sorts of\nminor structure including culvert, box culvert, crossdrain\netc. The rate is inclusive of fitting, fixing and\nstriking out after completion of work as per\nspecification and direction. | BI01010001010000000000000515BI0100001117 | 66 | M2 |
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| 7 | 1.06 | \nOrdinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. | BI01010001010000000000000515BI0100001261 | 83 | M3 |
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| 8 | 1.07 | Filler joint Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight | BI01010001010000000000000515BI0100001262 | 165 | M |
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| 9 | 1.08 | Earthwork in excavation from borrow pits (land owned /arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i)with an initial lead up to 50 m and initial lift up to 1.5 m | BI01010001010000000000000515BI0100001263 | 670 | M3 |
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| 10 | 1.09 | Close Bamboo Walling made of 65mm to 75mm dia. bamboos (in single line) driven about half-length into the ground side by side, with stout stays at an interval of 1m, 3nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (iii) With bamboos of length above 2.50m and upto 3.00m | BI01010001010000000000000515BI0100001264 | 334.5 | M. |
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| 11 | 1.1 | GST @12% | | 1 | item |
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| 12 | 1.11 | Labour Welfare Cess @1% | | 1 | item |
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