| 1 | 1 | M-150 Brick work in 1:6 one cement and six fine sand of 1.25 FM mortar in super structure for one brick thick wall including supply of all materials, labour, tools and plant etc. required for proper completion of the work. SI NO 303+309+310/2018 | BI01010001010000000000000515BI0100001112 | 53 | cum |
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| 2 | 2 | Cement Concrete with 2 cm gauge stone grit, approved coarse sand, cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. S.I. - 279 (a)/2018 | BI01010001010000000000000515BI0100001113 | 7 | cum |
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| 3 | 3 | R.C.C. work with cement approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3. for columns, excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materils labour, tools and plants etc. required for proper completion of the work, including cost of binding wire, the rate excludes making of drip course which shall be paid. SI NO. 289/2018 | BI01010001010000000000000515BI0100001114 | 15 | cum |
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| 4 | 4 | Mild steel reinforcement in (tor steel or plain) work for R.C.C. including bending for proper shape and including supply of steel and its wastage, bend , hooks and authorised overlapping shall be measued and including cost of binding wire. SI NO. 504 /2018 | BI01010001010000000000000515BI0100001115 | 1767 | Kg. |
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| 5 | 5 | 12 mm thick plaster with cement and fine sand of 1.25 FM in 1:4 over brick with minimum thickness not to be less than 1 cm including the supply of all materials, labour, tools and plants etc. required for proper completion of the work. SI No. 584/2018 | BI01010001010000000000000515BI0100001116 | 439 | Sqm. |
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| 6 | 6 | MS Grill/staircase/railing/gates/presher/racks etc (S.I No. 502A) Angel 50 X 50 X 5 item no.502A/2018 (34x30x1.52x1.58) | BI01010001010000000000000515BI0100001117 | 3512 | Kg. |
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| 7 | 7 | Painting or varnishing work in small areas or new wood/steel work with one coat ready mixed priming paint and two coat or approved superior quality ready mixed paint or varnish including supply of all materials, labour. T&P etc. required for proper completion of the work. Paint to be used should confirm the ISI.No.103-1950. As per SOR. 641+642 | BI01010001010000000000000515BI0100001118 | 169 | Sqm. |
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| 8 | 8 | Finshing wall with two coat of weather coat of approved quality on new work surface with this paint to give an even shade including supply of all materials, labour, tools and plants etc. required for proper completion of the work. SI No. New item, Ch-15/2018 | BI01010001010000000000000515BI0100001119 | 397 | Sqm. |
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| 9 | 9 | Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 M lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30 M from the foundation trenches. (S.I. No. 251a) /2018 | BI01010001010000000000000515BI0100001120 | 77 | cum |
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| 10 | 10 | Concrete with 4 cm gauge brick ballast , corse sand and cement in proportion of 12:6:1 in foundation and under floors including supply of all materials, labour , T&P etc. required for proper completion of the work. (SI No.273 )/2018 | BI01010001010000000000000515BI0100001121 | 31 | cum |
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| 11 | 11 | M-150 Brick Work in 1:4 one cement and four coarse sand of 1.25 FM mortar in foundation and plinth including supply of all materials, labour , T&P etc. required for proper completion of the work. SI No. 305(a)/2018 | BI01010001010000000000000515BI0100001122 | 79 | cum |
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| 12 | 12 | Construction of granular sub-base (G.S.B.) by providing coarse graded material, as per table no. 400-2 (grading-I) of MORT&H specification, mixing by mix in place method with rotavator at OMC, spreading in uniform layers with motor grader (110HP @ 50cum per hour) on prepared surface and compacting with vibratory roller of 8-10 Tonnes to achieve the desired density, including supply of all materials, labour, T&P etc. required for proper completion of the work as per clause 401 of MORT&H specification and as per direction of the Engineer-in-Charge. (A.R. Based on2018) | BI01010001010000000000000515BI0100001123 | 203 | cum |
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| 13 | 13 | Supply and Laying of 80 mm thick COLOURED ISI marked I shaped mechanically compressed interlocking cement concrete paver blocks with top layer of minimum 5.0 mm thickness O.P.cement having plan dimension 200x(160+120mm) , smooth high gloss finish, skid resistant manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver blocks shall not be less than 40 Mpa and weight 4.5 kg per no. confirming to IS:15658-2006 including cost of all materials, labour, T&P etc., laying with a blanket layer of 4.00 cm thick local sand including leveling and dressing surface up to required level and slope filling joints with local sand including all required for proper completion of the work as directed by the Engineer-in- charge. New Item14/2018 | BI01010001010000000000000515BI0100001124 | 1350 | sqm. |
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