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| Work Name:NABARD-NABARD , RIDF -XXIII - General Education -Infrastructure works for 52 schools under RMSA -Samagra Siksha Kerala- Construction of New Academic Block for GUPS Aralam Farm , Kannur District (Upgraded to HSS)-Work-General Civil work | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | BUILDING | |||
| 2 | 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | BI01010001010000000000000515BI0100001114 | 525 | sqm |
| 3 | 1.002 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: All Kinds of soil | BI01010001010000000000000515BI0100001115 | 472.5 | sqm |
| 4 | 1.003 | 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 | BI01010001010000000000000515BI0100001116 | 258.724 | cum |
| 5 | 1.004 | 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 | 57.78 | cum |
| 6 | 1.005 | 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. | BI01010001010000000000000515BI0100001118 | 157.266 | cum |
| 7 | 1.006 | 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) | BI01010001010000000000000515BI0100001119 | 33.76 | cum |
| 8 | 1.007 | od57324/2020_2021/BL: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.\r\nNote: Contractor has to bring the design mix from any approved govt: institutions and there will not be any payment for excess cement. All work up to plinth level | BI01010001010000000000000515BI0100001120 | 81.959 | cum |
| 9 | 1.008 | od57326/2020_2021/BL: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.\r\nNote:- Cement content considered in this item is @ 330 kg/cum. Contractor has to bring the design mix from any govt approved institution and there will not be any payment for excess cement . All work above plinth level upto floor V level\r\n | BI01010001010000000000000515BI0100001121 | 247.495 | cum |
| 10 | 1.009 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001122 | 7380 | kilogram |
| 11 | 1.01 | 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 | BI01010001010000000000000515BI0100001123 | 30543.6 | kg |
| 12 | 1.011 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001124 | 107.16 | sqm |
| 13 | 1.012 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001125 | 513.9 | sqm |
| 14 | 1.013 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001126 | 883.155 | sqm |
| 15 | 1.014 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for: Weather shade, Chajjas, corbels etc., including edges | BI01010001010000000000000515BI0100001127 | 190.564 | sqm |
| 16 | 1.015 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and walls Under 20 cm wide | BI01010001010000000000000515BI0100001128 | 324.4 | metre |
| 17 | 1.016 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001129 | 972.83 | sqm |
| 18 | 1.017 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for: Stairs, (excluding landings ) except spiral - staircases) | BI01010001010000000000000515BI0100001130 | 78.66 | sqm |
| 19 | 1.018 | od12601/2020_2021/BL:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest in size in cement mortar 1:6 for foundation and basement including all cost of materials,labour charges etc. | BI01010001010000000000000515BI0100001131 | 29.108 | cum |
| 20 | 1.019 | 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 | BI01010001010000000000000515BI0100001132 | 118.265 | cum |
| 21 | 1.02 | od13143/2020_2021/BL:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | BI01010001010000000000000515BI0100001133 | 145.2 | cum |
| 22 | 1.021 | od17461/2020_2021/BL:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest in size in cement mortar 1:6 for super structure above floor two level upto floor five level including all cost of materials, labour charges etc. | BI01010001010000000000000515BI0100001134 | 90.709 | cum |
| 23 | 1.022 | 50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood | BI01010001010000000000000515BI0100001135 | 0.674 | cum |
| 24 | 1.023 | 50.9.3.1:Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. \nusing Anjili/ Jack wood | BI01010001010000000000000515BI0100001136 | 34.768 | sqm |
| 25 | 1.024 | 50.9.4.1:Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood | BI01010001010000000000000515BI0100001137 | 23.04 | sqm |
| 26 | 1.025 | 9.117.2:Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-charge Extruded section profile size 42x50 mm | BI01010001010000000000000515BI0100001138 | 5 | metre |
| 27 | 1.026 | 9.118.1:Providing and fixing to existing door frames 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter). | BI01010001010000000000000515BI0100001139 | 1.68 | sqm |
| 28 | 1.027 | 9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding | BI01010001010000000000000515BI0100001140 | 3634.8 | kg |
| 29 | 1.028 | 21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) | BI01010001010000000000000515BI0100001141 | 454.658 | kg |
| 30 | 1.029 | 21.1.2.1:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately) Anodised aluminium ( anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15) | BI01010001010000000000000515BI0100001142 | 345.828 | kg |
| 31 | 1.03 | 21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness | BI01010001010000000000000515BI0100001143 | 184.697 | sqm |
| 32 | 1.031 | 21.5:Providing and fixing powder coated aluminium work ( minimum thickness of powder coating 50 micron) consisting of tee /angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-Charge ( level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately ). | BI01010001010000000000000515BI0100001144 | 47.266 | kg |
| 33 | 1.032 | 12.31.1:Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately) : Flat surfaces | BI01010001010000000000000515BI0100001145 | 25.2 | sqm |
| 34 | 1.033 | 9.53:Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001146 | 96 | each |
| 35 | 1.034 | 9.77:Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles of approved quality with necessary screws etc. complete | BI01010001010000000000000515BI0100001147 | 16 | no |
| 36 | 1.035 | 9.63.3:Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete: 150x10 mm | BI01010001010000000000000515BI0100001148 | 34 | no |
| 37 | 1.036 | 9.66.2:Providing and fixing ISI marked oxidised M.S. handles conforming to IS : 4992 with necessary screws etc. complete: 100 mm | BI01010001010000000000000515BI0100001149 | 16 | no |
| 38 | 1.037 | 13.1.1:12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001150 | 3580.93 | sqm |
| 39 | 1.038 | 13.16.1:6 mm cement plaster of mix: 1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001151 | 1445.91 | sqm |
| 40 | 1.039 | 11.36:Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | BI01010001010000000000000515BI0100001152 | 31.77 | sqm |
| 41 | 1.04 | 11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete. | BI01010001010000000000000515BI0100001153 | 7.22 | sqm |
| 42 | 1.041 | 11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600 x 600 mm. | BI01010001010000000000000515BI0100001154 | 760.12 | sqm |
| 43 | 1.042 | 11.47.2:Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS : 15622, of approved brand & manufacturer,in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of Tile 600x600 mm | BI01010001010000000000000515BI0100001155 | 108.6 | sqm |
| 44 | 1.043 | 17.2.1:Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid | BI01010001010000000000000515BI0100001156 | 2 | each |
| 45 | 1.044 | 17.7.4:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x400mm with single 15 mm C.P.brass\npillar taps | BI01010001010000000000000515BI0100001157 | 1 | each |
| 46 | 1.045 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer | BI01010001010000000000000515BI0100001158 | 3716.82 | sqm |
| 47 | 1.046 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work | BI01010001010000000000000515BI0100001159 | 3716.82 | sqm |
| 48 | 1.047 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | BI01010001010000000000000515BI0100001160 | 1310.02 | sqm |
| 49 | 1.048 | 14.61:Painting (one or more coats) with black japan paint of approved brand and manufacturing to given an even shade. | BI01010001010000000000000515BI0100001161 | 61.685 | sqm |
| 50 | 1.049 | 13.50.1:Applying priming coat: With ready mixed pink or Grey primer of approved and manufacture on wood work (hard and soft wood) | BI01010001010000000000000515BI0100001162 | 109.44 | sqm |
| 51 | 1.05 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work | BI01010001010000000000000515BI0100001163 | 109.44 | sqm |
| 52 | 1.051 | 13.65.1:Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade: Two or more coats on new work | BI01010001010000000000000515BI0100001164 | 228.66 | sqm |
| 53 | 1.052 | 11.20.3:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand). Dark shade pigment using ordinary cement | BI01010001010000000000000515BI0100001165 | 32.75 | sqm |
| 54 | 1.053 | 10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) | BI01010001010000000000000515BI0100001166 | 442.479 | kg |
| 55 | 1.054 | 50.10.1:Steel work in built up G I 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 | BI01010001010000000000000515BI0100001167 | 249.84 | kg |
| 56 | 1.055 | 50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 | BI01010001010000000000000515BI0100001168 | 60 | metre |
| 57 | 1.056 | 50.18.8.7.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work including cutting chases and making good the wall etc. 63 mm pipe 6 Kgf/cm2 | BI01010001010000000000000515BI0100001169 | 50 | metre |
| 58 | 1.057 | 50.18.8.8.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2 | BI01010001010000000000000515BI0100001170 | 40 | metre |
| 59 | 1.058 | 50.18.9.21.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend | BI01010001010000000000000515BI0100001171 | 7 | no |
| 60 | 1.059 | 50.18.9.22.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend | BI01010001010000000000000515BI0100001172 | 15 | no |
| 61 | 1.06 | 50.18.9.18.1:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall | BI01010001010000000000000515BI0100001173 | 20 | metre |
| 62 | 1.061 | 50.18.9.19.1:Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall | BI01010001010000000000000515BI0100001174 | 15 | metre |
| 63 | 1.062 | 50.18.8.2.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 20 mm pipe 10 Kgf/ cm2 | BI01010001010000000000000515BI0100001175 | 50 | metre |
| 64 | 1.063 | 50.18.7.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall | BI01010001010000000000000515BI0100001176 | 45 | metre |
| 65 | 1.064 | 50.18.7.5.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 6Kgf/cm2 - Internal work - Exposed on wall | BI01010001010000000000000515BI0100001177 | 50 | metre |
| 66 | 1.065 | 50.18.7.6.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6 Kgf/cm2 - Internal work- Exposed on wall | BI01010001010000000000000515BI0100001178 | 40 | metre |
| 67 | 1.066 | 18.49.1:Providing and fixing C.P brass bib cock of approved quality conforming to IS: 8931. 15 mm nominal bore | BI01010001010000000000000515BI0100001179 | 10 | each |
| 68 | 1.067 | 18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | BI01010001010000000000000515BI0100001180 | 2500 | Litre |
| 69 | 1.068 | od18175/2020_2021/BL:Mild Steel sign board letter- Acrylic moulding letter with silver coat including the cost of labour for fixing carriage etc.. | BI01010001010000000000000515BI0100001181 | 3.05 | sqm |
| 70 | 1.069 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001182 | 30 | sqm |
| 71 | 2 | SEPTIC TANK | |||
| 72 | 2.001 | 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 | BI01010001010000000000000515BI0100001184 | 57 | cum |
| 73 | 2.002 | 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 | BI01010001010000000000000515BI0100001185 | 11.55 | cum |
| 74 | 2.003 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001186 | 2.418 | cum |
| 75 | 2.004 | 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 | BI01010001010000000000000515BI0100001187 | 17.252 | cum |
| 76 | 2.005 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001188 | 39.34 | sqm |
| 77 | 2.006 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001189 | 108.96 | sqm |
| 78 | 2.007 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001190 | 1730 | kilogram |
| 79 | 2.008 | 13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix: 1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001191 | 60.96 | sqm |
| 80 | 2.009 | 19.33:Constructing soak pit 1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | BI01010001010000000000000515BI0100001192 | 2 | each |
| 81 | 3 | Toilet block for Gents & Ladies | |||
| 82 | 3.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | BI01010001010000000000000515BI0100001194 | 100 | sqm |
| 83 | 3.002 | 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 | BI01010001010000000000000515BI0100001195 | 36.736 | cum |
| 84 | 3.003 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001196 | 5.152 | cum |
| 85 | 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) | BI01010001010000000000000515BI0100001197 | 34.447 | cum |
| 86 | 3.005 | od13143/2020_2021/BL:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | BI01010001010000000000000515BI0100001198 | 31.45 | cum |
| 87 | 3.006 | 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. | BI01010001010000000000000515BI0100001199 | 13.2 | cum |
| 88 | 3.007 | 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) | BI01010001010000000000000515BI0100001200 | 2.475 | cum |
| 89 | 3.008 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001201 | 9.648 | cum |
| 90 | 3.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001202 | 66.6 | sqm |
| 91 | 3.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and walls Under 20 cm wide | BI01010001010000000000000515BI0100001203 | 47.6 | metre |
| 92 | 3.011 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001204 | 24.84 | sqm |
| 93 | 3.012 | 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 | BI01010001010000000000000515BI0100001205 | 970 | kg |
| 94 | 3.013 | 13.1.1:12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001206 | 200.4 | sqm |
| 95 | 3.014 | 13.16.1:6 mm cement plaster of mix: 1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001207 | 62.832 | sqm |
| 96 | 3.015 | 9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding | BI01010001010000000000000515BI0100001208 | 334.62 | kg |
| 97 | 3.016 | 21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) | BI01010001010000000000000515BI0100001209 | 36.948 | kg |
| 98 | 3.017 | 21.1.2.1:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately) Anodised aluminium ( anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15) | BI01010001010000000000000515BI0100001210 | 29.664 | kg |
| 99 | 3.018 | 21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness | BI01010001010000000000000515BI0100001211 | 10.95 | sqm |
| 100 | 3.019 | 9.117.2:Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-charge Extruded section profile size 42x50 mm | BI01010001010000000000000515BI0100001212 | 35 | metre |
| 101 | 3.02 | 9.118.1:Providing and fixing to existing door frames 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter). | BI01010001010000000000000515BI0100001213 | 11.76 | sqm |
| 102 | 3.021 | 11.36:Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | BI01010001010000000000000515BI0100001214 | 101.37 | sqm |
| 103 | 3.022 | 11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete. | BI01010001010000000000000515BI0100001215 | 33 | sqm |
| 104 | 3.023 | 17.13.2:Providing and fixing white vitreous china water closet squatting pan ( Indian type): Orissa pattern W.C. pan of size 580x440 mm | BI01010001010000000000000515BI0100001216 | 6 | each |
| 105 | 3.024 | 17.7.4:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x400mm with single 15 mm C.P.brass\npillar taps | BI01010001010000000000000515BI0100001217 | 8 | each |
| 106 | 3.025 | 17.23:Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | BI01010001010000000000000515BI0100001218 | 5 | each |
| 107 | 3.026 | 18.49.1:Providing and fixing C.P brass bib cock of approved quality conforming to IS: 8931. 15 mm nominal bore | BI01010001010000000000000515BI0100001219 | 6 | each |
| 108 | 3.027 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer | BI01010001010000000000000515BI0100001220 | 263.232 | sqm |
| 109 | 3.028 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work | BI01010001010000000000000515BI0100001221 | 269.232 | sqm |
| 110 | 3.029 | 13.65.1:Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade: Two or more coats on new work | BI01010001010000000000000515BI0100001222 | 16.47 | sqm |
| 111 | 4 | Landscaping & Courtiyard | |||
| 112 | 4.001 | 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 | BI01010001010000000000000515BI0100001224 | 1.862 | cum |
| 113 | 4.002 | od16862/2020_2021/BL:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.\r\n | BI01010001010000000000000515BI0100001225 | 1.862 | cum |
| 114 | 4.003 | od16866/2020_2021/BL:Laterate masonry with neatly dressed laterate stone of size 35x20x20m or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.\r\n | BI01010001010000000000000515BI0100001226 | 1.512 | cum |
| 115 | 4.004 | 13.1.1:12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001227 | 10.08 | sqm |
| 116 | 4.005 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer | BI01010001010000000000000515BI0100001228 | 10.08 | sqm |
| 117 | 4.006 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work | BI01010001010000000000000515BI0100001229 | 10.08 | sqm |
| 118 | 4.007 | 16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks\nin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,\nthickness & size/ shape, made by table vibratory method using PU mould, laid in\nrequired colour & pattern over 50mm thick compacted bed of sand, compacting and\nproper embedding/laying of inter locking paver blocks into the sand bedding layer\nthrough vibratory compaction by using plate vibrator, filling the joints with sand and\ncutting of paver blocks as per required size and pattern, finishing and sweeping\nextra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | BI01010001010000000000000515BI0100001230 | 43 | sqm |
| 119 | 4.008 | 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 | BI01010001010000000000000515BI0100001231 | 18.7 | cum |
| 120 | 4.009 | 30.2.33:Providing and fixing Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and even, watering with sprinkler | BI01010001010000000000000515BI0100001232 | 44.45 | sqm |
| 121 | 4.01 | od16959/2020_2021/BL:Planting fox tail palm tree(Foxtail palm of plants ht. 180-210 cm bottom girth 25-30 cm well developed) | BI01010001010000000000000515BI0100001233 | 20 | each |
| 122 | 5 | Rainwater Harvesting Tank | |||
| 123 | 5.001 | 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 | BI01010001010000000000000515BI0100001235 | 71.38 | cum |
| 124 | 5.002 | 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 | BI01010001010000000000000515BI0100001236 | 16.095 | cum |
| 125 | 5.003 | 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) | BI01010001010000000000000515BI0100001237 | 3.863 | cum |
| 126 | 5.004 | 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 | BI01010001010000000000000515BI0100001238 | 6.874 | cum |
| 127 | 5.005 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001239 | 138.506 | sqm |
| 128 | 5.006 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001240 | 687.4 | kilogram |
| 129 | 5.007 | 5.23:Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand). | BI01010001010000000000000515BI0100001241 | 122.04 | sqm |
| 130 | 5.008 | od12601/2020_2021/BL:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest in size in cement mortar 1:6 for foundation and basement including all cost of materials,labour charges etc. | BI01010001010000000000000515BI0100001242 | 3.2 | cum |
| 131 | 5.009 | 50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2 | BI01010001010000000000000515BI0100001243 | 104 | metre |
| 132 | 5.01 | 50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 | BI01010001010000000000000515BI0100001244 | 50 | metre |
| 133 | 5.011 | 50.18.9.20.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Bend | BI01010001010000000000000515BI0100001245 | 15 | no |
| 134 | 6 | Borewell | |||
| 135 | 6.001 | 23.1.1.1:Boring / drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS: 2800 ( part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools plants & machineries required for the job, all complete as per direction of Engineer - in- Charge, upto 90 metre depth below ground level. All types of soil 300 mm dia | BI01010001010000000000000515BI0100001247 | 90 | metre |
| 136 | 6.002 | 23.2.1.1:Boring /drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS: 2800 ( part I), including collecting samples from different strata, preparing and submitting strata chart/ bore, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer- in- charge, beyond 90 metre & upto 150 metre depth below ground level. All types of soil 300 mm dia | BI01010001010000000000000515BI0100001248 | 30 | metre |
| 137 | 6.003 | 23.3.2:Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS : 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer- in- Charge. 150 mm nominal size dia | BI01010001010000000000000515BI0100001249 | 115 | metre |
| 138 | 6.004 | od16984/2020_2021/BL:Supply and fixing of 1.5 HP Borewell submersible pumpset (25 stage) with all accessories including motor starter etc complete | BI01010001010000000000000515BI0100001250 | 1 | each |
| 139 | 6.005 | od16985/2020_2021/BL:150 mm PVC End cap | BI01010001010000000000000515BI0100001251 | 1 | each |
| 140 | 6.006 | od16986/2020_2021/BL:Providing and fixing HDPE PIPES, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 10 kgf/cm2-Internal work - Exposed on wall | BI01010001010000000000000515BI0100001252 | 140 | metre |
| 141 | 6.007 | od21181/2020_2021/BL:Supplying and laying 2.5 mm2 submersible pumo cable from nearby power point to pumpset cost including cost for all materials and labour etc complete | BI01010001010000000000000515BI0100001253 | 140 | each |
| 142 | 7 | Compound Wall and Gate | |||
| 143 | 7.001 | 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 | BI01010001010000000000000515BI0100001255 | 14.58 | cum |
| 144 | 7.002 | 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) | BI01010001010000000000000515BI0100001256 | 0.972 | cum |
| 145 | 7.003 | 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 | BI01010001010000000000000515BI0100001257 | 4.128 | cum |
| 146 | 7.004 | 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) | BI01010001010000000000000515BI0100001258 | 1.44 | cum |
| 147 | 7.005 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001259 | 1.032 | cum |
| 148 | 7.006 | 5.8:Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:11/2:3 (1 cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001260 | 1.128 | cum |
| 149 | 7.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001261 | 21.12 | sqm |
| 150 | 7.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001262 | 10.904 | sqm |
| 151 | 7.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001263 | 14.4 | sqm |
| 152 | 7.01 | 5.9.13:Centering and shuttering including strutting, etc. and removal of form for: Vertical and horizontal fins individually for forming box louvers band, facias and eaves boards | BI01010001010000000000000515BI0100001264 | 23.68 | sqm |
| 153 | 7.011 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001265 | 378 | kilogram |
| 154 | 7.012 | 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 | BI01010001010000000000000515BI0100001266 | 360 | kg |
| 155 | 7.013 | 50.6.1.5: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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | BI01010001010000000000000515BI0100001267 | 2.88 | cum |
| 156 | 7.014 | od39794/2020_2021/BL:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | BI01010001010000000000000515BI0100001268 | 2.4 | cum |
| 157 | 7.015 | 13.1.1:12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001269 | 62.56 | sqm |
| 158 | 7.016 | 13.16.1:6 mm cement plaster of mix: 1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001270 | 34.584 | sqm |
| 159 | 7.017 | 14.43:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | BI01010001010000000000000515BI0100001271 | 320 | sqm |
| 160 | 7.018 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | BI01010001010000000000000515BI0100001272 | 417.144 | sqm |
| 161 | 7.019 | 10.16.1: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 welded type tubes | BI01010001010000000000000515BI0100001273 | 275.198 | kg |
| 162 | 7.02 | 13.65.1:Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade: Two or more coats on new work | BI01010001010000000000000515BI0100001274 | 19.602 | sqm |
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