| 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.\nAll kinds of soil. | BI01010001010000000000000515BI0100001113 | 135 | cum |
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| 2 | 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | BI01010001010000000000000515BI0100001114 | 37 | cum |
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| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | BI01010001010000000000000515BI0100001115 | | |
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| 4 | 3.01 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001116 | 45 | cum |
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| 5 | 3.02 | 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001117 | 23 | cum |
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| 6 | 4 | Centering and shuttering including strutting, propping etc. and removal of form for: | BI01010001010000000000000515BI0100001118 | | |
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| 7 | 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | BI01010001010000000000000515BI0100001119 | 196 | sqm |
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| 8 | 4.02 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | BI01010001010000000000000515BI0100001120 | 141 | sqm |
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| 9 | 4.03 | Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001121 | 292 | sqm |
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| 10 | 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.\nThermo-Mechanically Treated bars of grade Fe-500D or more. | BI01010001010000000000000515BI0100001122 | 4950 | kg |
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| 11 | 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\nCement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001123 | 138 | cum |
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| 12 | 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :\nCement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001124 | 28 | cum |
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| 13 | 8 | Welding by gas or electric plant including transportation of plant at site etc. complete. | BI01010001010000000000000515BI0100001125 | 3250 | cm |
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| 14 | 9 | 12 mm cement plaster of mix :\n1:4 (1 cement: 4 coarse sand) | BI01010001010000000000000515BI0100001126 | 1011 | sqm |
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| 15 | 10 | Finishing walls with water proofing cement paint of required shade :\nNew work (Two or more coats applied @ 3.84 kg/10 sqm) | BI01010001010000000000000515BI0100001127 | 1011 | sqm |
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| 16 | 11 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.\nIn cement mortar | BI01010001010000000000000515BI0100001128 | 36 | cum |
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| 17 | 12 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | BI01010001010000000000000515BI0100001129 | 120 | cum |
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| 18 | 13 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | BI01010001010000000000000515BI0100001130 | 260 | metre |
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| 19 | 14 | Brick work with old bricks in foundation and plinth in Cement Mortar 1:6(1 cement 6 coarse sand)(old Bricks shall be supplied by the department free of cost)\nCement mortar 1:6 (1 cement : 6 coarse sand). | BI01010001010000000000000515BI0100001131 | 14 | cum |
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| 20 | 15 | Taking out of Existing M.S. Railing 2.00 Meter Long from central verge including Removal of richer mixes Cement Concrete work etc. and disposal of Unserviceable material to the approved dumping ground for which payment shall be made separately and stacking of M.S. Railing within 50 meter lead as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001132 | 130 | each |
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| 21 | 16 | Re-fixing of Old existing M.S. Railing in Central Verge/boundary walls in proper alignment as per direction of Engineer-in-charge. (Old M.S. Railing Shall be supplied by the department free of coast) | BI01010001010000000000000515BI0100001133 | 130 | each |
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| 22 | 17 | Less 9.5% on DSR Items | BI01010001010000000000000515BI0100001134 | 1 | each |
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