| 1 | 1 | 1. COMPOUND WALL | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.001 | 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 | BI01010001010000000000000515BI0100001114 | 20 | cum |
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| 3 | 1.002 | 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) | BI01010001010000000000000515BI0100001115 | 9.2 | cum |
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| 4 | 1.003 | 5.1.2 : 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 :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001116 | 24.68 | cum |
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| 5 | 1.004 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001117 | 0.54 | cum |
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| 6 | 1.005 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001118 | 120 | sqm |
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| 7 | 1.006 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001119 | 7.68 | sqm |
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| 8 | 1.007 | 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 | BI01010001010000000000000515BI0100001120 | 2015.04 | kilogram |
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| 9 | 1.008 | 50.6.2.1 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | BI01010001010000000000000515BI0100001121 | 28.396 | cum |
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| 10 | 1.009 | 13.1.2 : 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | BI01010001010000000000000515BI0100001122 | 343.28 | sqm |
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| 11 | 1.01 | 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001123 | 7.68 | sqm |
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| 12 | 1.011 | 10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001124 | 615.986 | kilogram |
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| 13 | 1.012 | 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 | BI01010001010000000000000515BI0100001125 | 152.672 | kg |
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| 14 | 1.013 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | BI01010001010000000000000515BI0100001126 | 350.96 | sqm |
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| 15 | 1.014 | 13.44.1 : Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | BI01010001010000000000000515BI0100001127 | 284.72 | sqm |
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| 16 | 1.015 | 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 | BI01010001010000000000000515BI0100001128 | 58.72 | sqm |
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| 17 | 1.016 | od1046511/2020_2021 : Supplying and fixing steel letters (Malayalam) 30 cm height,20mm projection fixed on ACP board (ACP work measured and paid separately ) using 20 guage sheet for letter and 20 guage sheet for side projection including all labour,materials etc. | BI01010001010000000000000515BI0100001129 | 40 | each |
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| 18 | 1.017 | od1046512/2020_2021 : providiing ACP cladding and fixed in aluminium frames and necessary clips and hooks etc complete with ACP sheet 3mm thick aluminium frame strips fixed in steel frames aluminium frame 25x25 rubber beeding and necessary clips and hooks labour etc complete as per the direction of deptl officers at site | BI01010001010000000000000515BI0100001130 | 5.4 | sqm |
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| 19 | 2 | FILLING | BI01010001010000000000000515BI0100001131 | | |
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| 20 | 2.001 | od1045980/2020_2021 : Filling up low laying and water logged areas with local materials/quarry muck spreading in layers ,levelling the top at site and consolidation by ramming etc compleate for improving the CBR value of subgrade. | BI01010001010000000000000515BI0100001132 | 179.7 | cum |
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| 21 | 2.002 | od1046516/2020_2021 : Construction of Embankment with Material Obtained from Borrow Pits<br><br>Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001133 | 1700.33 | cum |
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| 22 | 2.003 | od1049430/2020_2021 : Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504 ) (6.7.2 Modified with 6.7mm crushed stone chippings) | BI01010001010000000000000515BI0100001134 | 305 | sqm |
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| 23 | 2.004 | od1049406/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) with out form work. | BI01010001010000000000000515BI0100001135 | 1.42 | cum |
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| 24 | 3 | retaining wall in back side of new school building | BI01010001010000000000000515BI0100001136 | | |
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| 25 | 3.001 | 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 | BI01010001010000000000000515BI0100001137 | 44.85 | cum |
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| 26 | 3.002 | 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) | BI01010001010000000000000515BI0100001138 | 7.475 | cum |
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| 27 | 3.003 | 60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001139 | 81.965 | cum |
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| 28 | 3.004 | 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) | BI01010001010000000000000515BI0100001140 | 10.335 | cum |
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