| 1 | 1 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.Ordinary rock | | 3.39 | 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. | | 1.13 | cum |
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| 3 | 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | | 0.85 | cum |
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| 4 | 4 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | | 0.34 | CUM |
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| 5 | 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | | 1.3 | CUM |
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| 6 | 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III):3 graded stone aggregate 20 mm nominal size) | | 0.93 | CUM |
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| 7 | 7 | Centering and shuttering including strutting, propping etc. and removal of form for :Shelves (Cast in situ) | | 4.2 | sqm |
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| 8 | 8 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, piers, abutments, pillars, posts and struts | | 5.04 | sqm |
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| 9 | 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Upto plinth level.TMT Bar:Thermo-Mechanically Treated bars of grade Fe-500D or more. | | 73.8 | Kg |
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| 10 | 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | | 3.04 | CUM |
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| 11 | 11 | Half brick masonry 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. cement mortar 1:4 (1 cement : 4 coarse sand). | | 6.3 | sqm |
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| 12 | 12 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | | 144.74 | Kg |
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| 13 | 13 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | | 6.24 | kg |
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| 14 | 14 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate | | 6.3 | sqm |
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| 15 | 15 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick | | 9.3 | MTR |
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| 16 | 16 | Extra for laying terrazo flooring on staircase treads not exceeding 30 cm in width, including cost of forming, nosing etc. | | 0.9 | sqm |
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| 17 | 17 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | | 13.2 | MTR |
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| 18 | 18 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18\nmicrons. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape\nwherever required. | | 6.3 | sqm |
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| 19 | 19 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :\n12.51.1 Ridges plain (500 - 600mm) | | 3.3 | MTR |
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| 20 | 20 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Flashings/ Aprons.( Upto 600 mm) | | 3.3 | MTR |
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| 21 | 21 | 12 mm cement plaster of mix :1:6 (1 cement: 6 Fine sand) | | 9.99 | sqm |
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| 22 | 22 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 fine sand) | | 5.67 | sqm |
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| 23 | 23 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) | | 5.04 | sqm |
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| 24 | 24 | White washing with lime to give an even shade : New work (three or more coats) | | 6.3 | sqm |
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| 25 | 25 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) | | 10.62 | sqm |
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| 26 | 26 | Add Cost index @33.90 % on amount | | 1 | Each |
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