| 1 | 1 | Sub Head- Earth Work | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.01 | 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001114 | 264.632 | cum |
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| 3 | 1.02 | 2.8.1 : 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001115 | 88.905 | cum |
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| 4 | 1.03 | 2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | BI01010001010000000000000515BI0100001116 | 282.68 | cum |
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| 5 | 1.04 | 2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | BI01010001010000000000000515BI0100001117 | 9.941 | cum |
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| 6 | 1.05 | 50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | BI01010001010000000000000515BI0100001118 | 287.89 | cum |
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| 7 | 2 | Sub Head-Concrete Works | BI01010001010000000000000515BI0100001119 | | |
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| 8 | 2.01 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001120 | 17.061 | cum |
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| 9 | 2.02 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001121 | 18.395 | cum |
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| 10 | 3 | Sub Head:Reinforced cement concrete | BI01010001010000000000000515BI0100001122 | | |
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| 11 | 3.01 | 5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level | BI01010001010000000000000515BI0100001123 | 69.468 | cum |
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| 12 | 3.02 | 5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level | BI01010001010000000000000515BI0100001124 | 7.529 | cum |
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| 13 | 3.03 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001125 | 258.493 | sqm |
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| 14 | 3.04 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001126 | 21.091 | sqm |
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| 15 | 3.05 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001127 | 5354.98 | kilogram |
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| 16 | 3.06 | 5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001128 | 451.8 | kg |
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| 17 | 4 | Sub Head:Masonry Work | BI01010001010000000000000515BI0100001129 | | |
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| 18 | 4.01 | 7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001130 | 154.266 | cum |
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| 19 | 4.02 | 7.2.1 : Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001131 | 109.754 | cum |
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| 20 | 4.03 | 50.6.1.4 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | BI01010001010000000000000515BI0100001132 | 6.469 | cum |
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| 21 | 5 | Sub Head:Steel Work | BI01010001010000000000000515BI0100001133 | | |
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| 22 | 5.01 | 10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001134 | 115.704 | kg |
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| 23 | 5.02 | 10.16.2 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes | BI01010001010000000000000515BI0100001135 | 2664.36 | kg |
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| 24 | 5.03 | 10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | BI01010001010000000000000515BI0100001136 | 7031.8 | kg |
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| 25 | 5.04 | 16.70.1 : Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm | BI01010001010000000000000515BI0100001137 | 198.17 | sqm |
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| 26 | 6 | Sub Head:Finishing | BI01010001010000000000000515BI0100001138 | | |
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| 27 | 6.01 | 13.3.1 : 20 mm cement plaster of mix:1:4 (1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001139 | 97.521 | sqm |
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| 28 | 6.02 | 13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001140 | 32.841 | sqm |
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| 29 | 6.03 | 13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | BI01010001010000000000000515BI0100001141 | 253.371 | sqm |
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| 30 | 6.04 | 13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work | BI01010001010000000000000515BI0100001142 | 849.455 | sqm |
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| 31 | 7 | External &Other Works | BI01010001010000000000000515BI0100001143 | | |
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| 32 | 7.01 | 16.78.1 : Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | BI01010001010000000000000515BI0100001144 | 72.312 | cum |
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| 33 | 7.02 | 2.27 : Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete. | BI01010001010000000000000515BI0100001145 | 39.196 | cum |
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| 34 | 7.03 | 5.28 : Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints. | BI01010001010000000000000515BI0100001146 | 3.075 | per cm depth per 100 m |
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| 35 | 7.04 | 12.50 : 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 microns. 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 Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) 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 wherever required. | BI01010001010000000000000515BI0100001147 | 30.996 | sqm |
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| 36 | 7.05 | od25672/2021_2022 : 75 mm thick aggregate levelling course on site including supplying of required materials and consolidation etc. complete with :Stone aggregate 40 mm nominal size | BI01010001010000000000000515BI0100001148 | 260 | sqm |
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| 37 | 7.06 | od25678/2021_2022 : Heavy duty Paver tile 100mm thick :Providing and laying factory made chamfered edge Cement Concrete<br>paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over50mm thick compacted layer of 6mm broken stones compacting and proper embedding/laying of inter locking paver blocks into the stone bed layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per<br>required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineerin-Charge.100mm thick Cement concrete paver block of M-40 grade<br>with approved colour, design & pattern. | BI01010001010000000000000515BI0100001149 | 187.5 | sqm |
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