| 1 | 1 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 Metre and lead upto 30 metre and including filling, watering, and ramming of excavated earth into the trenches or into the space between the building and the side of the foundation. CSI NO 4.01 | | 15 | Cum |
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| 2 | 2 | Excavation in foundation in ordinary soil in small pit in auxiliary structure foundation as per drawing in out-door switch yard. Size may vary as per direction of Engineer-in-charge.CSI NO 4.03 | | 14 | cum |
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| 3 | 3 | Cutting or filling undulated land for proper leveling and dressing the area including cutting and filling the earth upto 100mm depth if required and as per direction of E/I, complete with all material, labour and T&P etc. required for proper completion of work. CSI NO 4.07 | | 50 | Sqm |
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| 4 | 4 | Clearing Jungle including uprooting of rank vegetations, grass, bush wood, trees and saplings of girth upto 20 cm measured at a height of one meter above ground level and removal of rubbish upto a distance of 50 meters outside the periphery of area cleared.CSI NO 4.09 | | 60 | Sqm |
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| 5 | 5 | Concrete with 4cm gauge down graded Stone ballast , coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 12:6:1 in foundation and under floors and supply of all materials, labour, tools and plants etc. required for proper completion of the work.CSI NO 5.01 | | 3.5 | Cum |
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| 6 | 6 | Cement concrete with 2cm gauge Stone ballast, coarse sand and cement in the proportion 3:1.5:1 including supply of all materials, labour and T&P etc. required for proper completion of work. CSI NO 5.04\n | | 6 | Cum |
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| 7 | 7 | RCC work with cement, approved coarse sand and 2cm (3/4”) gauge approved stone ballast in the proportion of 1:1.5:3 in Raft foundation and footing excluding supply of reinforcement and its bending but including its cutting, fixing and binding the same with 24 B.W.G. G.I. wire including necessary centering and smooth shuttering etc required for proper completion of work including supply of all material, binding wire, labour and T&P etc. CSI NO 5.14 | | 1.6 | cum |
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| 8 | 8 | Concreting of 40 mm thick R.C.C. trench cover of mild steel frame work with CC 1:1.5:3 in cement coarse sand, 12 mm down graded stone ballast with smooth finishing on both top and bottom surfaces matching with floor colour complete with all labour, materials, T&P etc. required for proper completion of the work but excluding cost of cover of steel frame.CSI NO 5.17 | | 9.5 | sqm |
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| 9 | 9 | Placing of trench cover of all size in proper position including transporting from different places within the s/s area including all labour T&P etc. required for proper completion of the work as per direction of Engineer-in charge. CSI NO 5.19 | | 24 | Each |
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| 10 | 10 | Providing cement concrete with cement, approved coarse sand (F.M. 1.5 to 2.5) and 12 mm gauge down graded approved stone ballast in the proportion of 1:1.5:3 in the grouting of Edge and brackets of trenches including necessary centering and shuttering etc. including supply of all materials, labour and T&P etc. required for proper completion of work. CSI NO 5.21 | | 1.6 | cum |
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| 11 | 11 | 1st class brick work in 1:4 cement and coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of work.CSI NO 6.02 | | 8 | Cum |
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| 12 | 12 | Mild steel or iron work in heavy small section like (J/U) hooks, holding down bolts, hold fast, tie rod, record recks, door/window frame, trench recks & edges, angle post etc. (when not included in overall rates) wrought to required form including supply of steel bolts, nuts, wastage etc. and their fixing charges, welding, required for proper completion of the work.CSI NO 9.01 | | 0.3 | MT |
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| 13 | 13 | Mild steel or iron work in heavy large size sections such as trusses, built-up gates, roof work, window/boundry grill or railing, trench covers, grating, T/F rail etc. wrought to required form including supply of steel bolts, nuts, wastage etc. and their fixing charges, welding, required for proper completion of the work.CSI NO 9.02 | | 0.3 | MT |
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| 14 | 14 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage, bend, hooks, and authorized overlapping as required for proper completion of the work.CSI NO 9.04 | | 0.25 | MT |
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| 15 | 15 | Supply of 25 mm dia. M.S Anchor bolts (conforming to IS-266) 500 mm long with base plate (50x50x6 mm) welded with anchor bolts, including its threadng up to a length of 10 cm and also supply of a pair of standard nuts with theading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work.CSI NO 9.11 | | 28 | Each |
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| 16 | 16 | Fixing and grouting the 25mm dia and below size Anchor bolt in proper alignment level and setout with the help of a template including for auxillary structures supply of all labour T&P etc. reqd. for proper completion of the work.CSI NO 9.12 | | 32 | Each |
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| 17 | 17 | Placing of template in position ,level and alinement for grouting of anchor bolt in auxilary structures (labour only)CSI NO 9.19 | | 6 | each |
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| 18 | 18 | Fixing and grouting of trench edging and rack in proper level and alignment including cost of all labour and T&P etc required for proper completion of the work but excluding cost of C.C.CSI NO 9.20 | | 55 | R.M |
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| 19 | 19 | 12mm thick plaster with cement mortar of 1 part cement & 4 parts of approved coarse sand 2.5 F.M. over Brick work, min. thickness not less than 10mm including supply all material, labour and T&P required for proper completion of work.CSI NO 11.05 | | 25 | sqm |
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| 20 | 20 | Champhering the edge of concrete 35mm wide triangular section at the junction of concrete foundations and trench edging etc.as per direction of E/I, inclduing cost of all material labour and T&P etc. required for proper completion of the work.CSI NO 11.15 | | 35 | R.M |
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| 21 | 21 | 40 mm thick 1:2:4 cement concrete floor with cement, approved coarse sand and 20mm graded stone aggregate laid in panels finished with 3mm floating coat of neat cement, over base concrete. Rate includes cost of all materials, labour and T&P required for proper completion of work but excluding cost of base concrete.CSI NO 12.02 | | 8 | sqm |
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| 22 | 22 | Painting or varnishing on iron works in small areas of new wood work with one coat of ready mixed priming paint and one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should confirm to the ISI no. 103-1950. CSI NO 13.01 | | 25 | sqm |
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| 23 | 23 | Same as in CSI No.13.01 above but for every coat after Ist coat. CSI NO 13.02 | | 25 | sqm |
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| 24 | 24 | Providing and Laying 80 mm thick factory made vibratory rubber moulded Interlocking CC tile M-35 grade over prepared subgrade with 50 mm thick fine sand layer making joints filled properly and finished in proper level and alignment including cost of all material, labour and T&P required for proper completion of work as per direction of E/I.CSI No.17.13 | | 5 | Sqm |
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