| 1 | 1 | Supply of JCB machine for levelling of gabage Area with driver including P.O.L. all complete as directed by E/i | BI01010001010000000000000515BI0100001112 | 480 | Hours |
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| 2 | 1.01 | Earth work in cutting or in embankment in ordinary soil including 10km cartage excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. 115 +242.60-50 = 307.60 +40 Cost of earth = 347.60 | BI01010001010000000000000515BI0100001114 | 8000 | cum |
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| 3 | 1.02 | Extra for Earth work in embankment mechanically compacted to 95% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work embankment to be in 20cm layer including ramming and dressing pulveerzation the surf Including Supply of Labour, T&P, Roller and water sprinkler | BI01010001010000000000000515BI0100001115 | 4000 | cum |
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| 4 | 1.03 | Providing, driving with cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 450 mm dia piles DSR 2018 20.2.1 | BI01010001010000000000000515BI0100001116 | 1467 | meter |
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| 5 | 2 | Extra over single under ream for providing additional bulbs in under reamed piles ,under specified diameter. (only the nos. of extra bulbs are to be paid) DSR 2018 20.4.3 40mm dia | BI01010001010000000000000515BI0100001117 | 163 | each |
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| 6 | 2.01 | R.C.C. work with cement approved coarse sand and 2cm (3/4\") gauge approved stone ballast in the proportion 1:1.5:3 (One part of Cement, 1:5 part coarse sand and 3 part 20mm grit) heavier bem and windows excluding supply of reinforcement and its bending and including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc and also including supply of all materials labour and tools and plants etc. required to proper completion of the work/strength of the concrete shell not be less than M-15 grade. SI no 286 | BI01010001010000000000000515BI0100001118 | 96 | cum |
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| 7 | 2.02 | M150 (non modular) Brick work in 1:4 Cement course sand mortar in super structure above plinth level upto floor five level (upto five stories) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12cm. SI no 305+309 | BI01010001010000000000000515BI0100001119 | 359 | cum |
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| 8 | 2.03 | R.C.C. work with cement, approved coarse sand and 20mm gauge stone grit in proportion of 1:1.5:3 (one cement : 1.5 c. sand 3 stone grit of 20mm nominal size) in Raft foundation excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour and T&P etc. required for proper completion of works. SI No. 287 | BI01010001010000000000000515BI0100001120 | 29 | cum |
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| 9 | 2.04 | R.C.C. work with cement, approved coarse sand and 20mm gauge stone grit in proportion of 1:1.5:3 (one cement : 1.5 c. sand 3 stone grit of 20mm nominal size) in Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour and T&P etc. required for proper completion of works. SI No. 289 | BI01010001010000000000000515BI0100001121 | 87.5 | cum |
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| 10 | 2.05 | Reinforcement of reinforced concrete or reinforced brick brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage bend,hooks,binding wire and authorised over lapping shall be measured upto floor two level etc complete as per mort&h specification 12.40(1600)as per analysis | BI01010001010000000000000515BI0100001122 | 622 | qtl |
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| 11 | 2.06 | 12mm thick Cement plaster in single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm. In girth and finished even and smooth No. extra for mixing any additive. (CH-13 S.I. No. 582 SOR 2017-18) (II) 1 cement : 4 Coarse sand | BI01010001010000000000000515BI0100001123 | 1860 | sqm |
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| 12 | 2.07 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, DSR 2018 10.26 | BI01010001010000000000000515BI0100001124 | 20290 | kg |
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| 13 | 2.08 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m² SOR 2017-18 | BI01010001010000000000000515BI0100001125 | 2016 | sqm |
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| 14 | 2.09 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. DSR 2018 12.4.1 | BI01010001010000000000000515BI0100001126 | 160 | meter |
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| 15 | 2.1 | Painting two coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces upto 10cm width or girth or small articles not exceeding 0.10 Sq.M. in area with superior synthetic enamel such as Luxol 3, Hi gloss Apcolite, Superlac, Dulux specified brushing to give and even shade and including the cleaning the surface of all dirt, dust and other foreign matter sand papering and scrapping including cost of all materials, labour, tools and plants etc. required for proper completion of work. (CH-15 Item No. 2a SOR 2017-18) SI no 641+642+2a | BI01010001010000000000000515BI0100001127 | 375 | sqm |
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| 16 | 2.11 | Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade and undacorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applid @ 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat. (CH-15 Item No. 31 SOR 2017-18) | BI01010001010000000000000515BI0100001128 | 1860 | sqm |
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| 17 | 3 | Dismantling of flexible pavment and disposal of dismantle material upto a lead of 1000meters, stacking seviceable and unseviceable materials separately. (CH-20 Item No. 20 SOR 2017-18) | BI01010001010000000000000515BI0100001129 | 640 | cum |
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| 18 | 3.01 | Sand filling in plinth excluding supply of necessary quantity of sand from a distance not exceeding 8 Kms from the side of work and including watering dressing etc. required for proper completion of work (Lead upto 30m & lift 1.5m) including all labour, T&P complete as directed by E/i | BI01010001010000000000000515BI0100001130 | 150 | cum |
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| 19 | 4 | Relaying of 80mm thick old tile including all labour, T&P complete as directed by E/i | BI01010001010000000000000515BI0100001131 | 5000 | sqm |
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| 20 | 5 | Laying of I shaped precast Interlocking tiles of thickness 80mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. Ordinary coloured PWD 2017-18 | BI01010001010000000000000515BI0100001132 | 3750 | sqm |
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| 21 | 6 | Providing, laying spreading & compacting of granular sub base by providing close graded (Fr-1) materials, sprading in uniform layers with Mortor Graded on prepared surface, mixing by mix I n placed method with Rotovater at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MoR &H clause 401& as directed by Engineer Incharge including all machine charges & including all labour, T& P etc req for proper completion of work. | BI01010001010000000000000515BI0100001133 | 1312 | Cum |
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| 22 | 7 | R.C.C. work with cement, approved coarse sand and 20mm gauge stone grit in proportion of 1:1.5:3 (one cement : 1.5 c. sand 3 stone grit of 20mm nominal size) in Slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour and T&P etc. required for proper completion of works. SI No. 284a | BI01010001010000000000000515BI0100001134 | 1.2 | Cum |
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