| 1 | 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 upto 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. | BI01010001010000000000000515BI0100001118 | 36 | cum |
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| 2 | 2 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | BI01010001010000000000000515BI0100001119 | 500 | sqm |
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| 3 | 3 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. All kinds of soil each | BI01010001010000000000000515BI0100001120 | 289 | each |
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| 4 | 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001121 | 39.36 | cum |
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| 5 | 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001122 | 12 | cum |
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| 6 | 6 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001123 | 571 | KG |
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| 7 | 7 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | BI01010001010000000000000515BI0100001124 | 46.5 | KG |
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| 8 | 8 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. | BI01010001010000000000000515BI0100001125 | 108 | sqm |
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| 9 | 9 | Lettering with black Japan paint of approved brand and manufacture | BI01010001010000000000000515BI0100001126 | 30870 | per letter per cm height |
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| 10 | 10 | Supplying at site : R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in incharge (cost of earth works in excavation, concrete works in foundation to be paid separately). | BI01010001010000000000000515BI0100001127 | 9.7 | cum |
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| 11 | 11 | Supplying and stacking at site.Moorum | BI01010001010000000000000515BI0100001128 | 132 | cum |
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| 12 | 12 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approvedby Engineer-in-charge). | BI01010001010000000000000515BI0100001129 | 21.6 | cum |
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| 13 | 13 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) | BI01010001010000000000000515BI0100001130 | 300 | metre |
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| 14 | 14 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block/Grass paver of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001131 | 1530 | sqm |
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| 15 | 15 | Fencing with RCC Posts placed at required distance, embedded in Cement Concrete block every 15th post, last but one end post and corner post shall be strutted on both side and end posts one side only. Provided with horizontal line and two diagonals of Reinforced Barbed Tape (RBT) of high tensile strength of 165 kg./sqmm.. with tape 0.52 mm thick and weight 43.478 gm. per meter between the two posts fitted and fixed with G.I. Staples on wodden plugs or G.I. binding wire tied to 6mm bar nibs fixed while casting the posts (costs of RCC Posts, Struts, Earth Work and Concrete to be paid separately) : Payment to be made per meter cost of total length of reinforce barbed tape (RBT) used. | BI01010001010000000000000515BI0100001132 | 7797 | Mtr. |
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| 16 | 16 | Making bajri path including preparation of sub grade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller | BI01010001010000000000000515BI0100001133 | 432 | sqm |
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| 17 | 17 | Spreading MOORUM/ JAMUNA SAND i/c watering, rolling and preparation of surface having thickness 50mm or required as per site condition and as per direction of Engineer-in-charge (The cost of material shall be paid separately). | BI01010001010000000000000515BI0100001134 | 132 | cum |
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