| 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. | BI01010001010000000000000515BI0100001112 | 18.36 | 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. All kinds of soil | BI01010001010000000000000515BI0100001113 | 12.24 | Cum |
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| 3 | 3 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. | BI01010001010000000000000515BI0100001114 | 3.94 | Cum |
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| 4 | 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work Upto plinth level: 1:5:10 ( 1 Cement: 5 fine sand : 10 graded well burnt brick aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001115 | 2.67 | Cum |
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| 5 | 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work Upto plinth level: 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001116 | 1.46 | Cum |
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| 6 | 6 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars | BI01010001010000000000000515BI0100001117 | 233.6 | kg |
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| 7 | 7 | Centering shuttering including struttings, propping etc. and removal of form work for: a)Foundations, footings, bases for columns etc. for mass concrete with timber plank | BI01010001010000000000000515BI0100001118 | 20.6 | sqm |
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| 8 | 8 | Half brick masonry with second class bricks in foundation and plinth including cost of all materials required as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001119 | 98.22 | sqm |
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| 9 | 9 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001120 | 19.85 | sqm |
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| 10 | 10 | Providing and fixing IS: 1341 marked M.S. heavy weight Butt hinges with necessary screws etc. complete. 125 x 90 x 4 mm | BI01010001010000000000000515BI0100001121 | 21 | nos |
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| 11 | 11 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 250 x 10 mm | BI01010001010000000000000515BI0100001122 | 14 | nos |
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| 12 | 12 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :100 mm | BI01010001010000000000000515BI0100001123 | 14 | nos |
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| 13 | 13 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. 40 mm thick | BI01010001010000000000000515BI0100001124 | 8.82 | sqm |
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| 14 | 14 | 12 mm cement plaster of mix . n cement mortar 1 : 6 ( 1 cement : 6 fine sand ) | BI01010001010000000000000515BI0100001125 | 94.46 | sqm |
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| 15 | 15 | Neat cement punning. | BI01010001010000000000000515BI0100001130 | 94.46 | sqm |
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| 16 | 16 | Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:- M.S. tube | BI01010001010000000000000515BI0100001131 | 328.97 | Kg |
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| 17 | 17 | 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 and 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. 0.63mm thick with zinc coating not less than 275gm/m2 | BI01010001010000000000000515BI0100001132 | 83.79 | sqm |
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