| 1 | 1 | Earth work | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.\n | BI01010001010000000000000515BI0100001113 | 630 | sqm |
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| 3 | 1.02 | 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.-\nAll kinds of soil\n | BI01010001010000000000000515BI0100001114 | 231.24 | cum |
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| 4 | 1.03 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,\nconsolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.\n-All kinds of soil\n | BI01010001010000000000000515BI0100001115 | 77.08 | cum |
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| 5 | 1.04 | Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc.,lead upto 50m and lift upto 1.5m. \n-All kinds of soil \n | BI01010001010000000000000515BI0100001116 | 101.25 | cum |
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| 6 | 1.05 | 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.\n | BI01010001010000000000000515BI0100001117 | 49.195 | cum |
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| 7 | 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level:\n1:4:8 ( 1 Cement: 4 fine sand: 8 graded well burnt brick aggregate\n40 mm nominal size) \n | BI01010001010000000000000515BI0100001118 | 49.195 | cum |
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| 8 | 3 | 1:2:4 (1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001119 | 2.025 | cum |
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| 9 | 4 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding\ncost of centring, shuttering, finishing and reinforcement-\nIn walls (any thickness), including attached pilasters, buttresses, piers, abutments etc.\n 1:1½:3 (1 Cement: 1½ fine sand: 3 graded stone aggregate 20 mm nominal size)\n | BI01010001010000000000000515BI0100001120 | 50.735 | cum |
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| 10 | 5 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and \nreinforcement-In plinth and skirting courses, fillets, columns, pillars, posts and struts\n1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)\n | BI01010001010000000000000515BI0100001121 | 11.286 | cum |
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| 11 | 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding\nthe cost of centring, shuttering, finishing and reinforcement-\nRCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas.\n1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)\n | BI01010001010000000000000515BI0100001122 | 51.292 | cum |
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| 12 | 7 | RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase.\n1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)\n | BI01010001010000000000000515BI0100001123 | 23.063 | cum |
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| 13 | 8 | Centering shuttering including struttings, propping etc. and removal of form work for: | BI01010001010000000000000515BI0100001124 | | |
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| 14 | 8.01 | a. Foundations, footings, bases for columns etc. for mass concrete with timber plank | BI01010001010000000000000515BI0100001125 | 178.74 | sqm |
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| 15 | 8.02 | b. Suspended floors, roofs, landings, balconies and access platform with timber planks | BI01010001010000000000000515BI0100001126 | 552.92 | sqm |
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| 16 | 8.03 | c. Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank | BI01010001010000000000000515BI0100001127 | 185.56 | sqm |
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| 17 | 9 | d. Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply | BI01010001010000000000000515BI0100001128 | 150.48 | sqm |
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| 18 | 10 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.\nThermo-Mechanically Treated bars/ Cold twisted deformed steel bars\n | BI01010001010000000000000515BI0100001129 | 17115.3 | kg |
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| 19 | 11 | First class brick work in foundation and plinth including cost of all materials as required complete:-\nIn cement mortar 1:4 (1 cement: 4 fine sand).\n | BI01010001010000000000000515BI0100001130 | 56.35 | cum |
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| 20 | 12 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- \nIn cement mortar 1:4 (1 cement: 4 fine sand).\n | BI01010001010000000000000515BI0100001131 | 158.1 | sqm |
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| 21 | 13 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-\nIn cement mortar 1:4 (1 cement: 4 fine sand ).\n | BI01010001010000000000000515BI0100001132 | 377.39 | sqm |
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| 22 | 14 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. Fixed to steel windows by welding.\n | BI01010001010000000000000515BI0100001133 | 1036.56 | kg |
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| 23 | 15 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)\n | BI01010001010000000000000515BI0100001134 | 190.8 | kg |
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| 24 | 16 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm at 100 mm centre to centre and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia. steel pulleys & with riveted bolts, nuts, locking arrangement, stoppers, handles, hold fast /anchor bolt including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required.\n | BI01010001010000000000000515BI0100001135 | 25.92 | sqm |
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| 25 | 17 | Providing and fixing factory made UPVC door frame made of UPVC extruded, section having an overall dimension, as below (tolerance +/- 1mm) with wall thickness 2.0mm+/- 02mm. corners of the door frame to be jointed with galvanized brackets and stainless screws, joint mitred and plastic wilded. The hinge side vertical of the frames reinforced by galvanized MS tube of size 19 × 19 mm and 1 mm +/- 0.1 mm wall thickness and 3Nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction\nof Engineer-In-Charge.\nExtruded section profile size 48 X 40 mm\n | BI01010001010000000000000515BI0100001136 | 29.7 | m |
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| 26 | 18 | Providing and fixing to existing door frames. 30mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a UPVC profile section of size 30mm x 60mm and wall thickness 2mm ± 0.2mm with inbuilt decorative moulding edging on one side.\nThe styles and rails with plastic brackets of size 75×220 mm mitred and welded at the corners. The styles of the shutter reinforced by inserting galvanized MS tube of size 25×20 mm and 1 mm ± 0.1 mm wall thickness. The lock rail made up of \"H\" Section, a UPVC profile section of size 30×100 mm and 2 mm ± 0.2 mm wall thickness welded to the shutter style with a UPVC profile section single panel of size not\nless than 620 mm, having overall thickness of 20 mm and 1 mm ± 0.1 mm wall thickness with 20 mm panel beading of suitable size/Glass (4 mm thick plain glass)/ louver section, louver frame of suitable size, complete as per manufacturer's specification and direction\nof Engineer-In-Charge. (for W.C. and Bathroom door shutter).\n | BI01010001010000000000000515BI0100001137 | 9.45 | sqm |
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| 27 | 19 | 12 mm cement plaster of mix.\nIn cement mortar 1: 4 (1 cement: 4 fine sand )\n | BI01010001010000000000000515BI0100001138 | 607.31 | sqm |
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| 28 | 20 | 15 mm cement plaster on the rough side of single or half brick wall of mix.\nIn cement mortar 1: 4 (1 cement: 4 fine sand )\n | BI01010001010000000000000515BI0100001139 | 431.7 | sqm |
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| 29 | 21 | 6 mm cement plaster in single layer finished with a floating coat of neat cement, curing and a thick coat of lime wash on top when dry on wall bearings for RCC slabs and beams complete. \n | BI01010001010000000000000515BI0100001140 | 610.02 | sqm |
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| 30 | 22 | Neat cement punning. | BI01010001010000000000000515BI0100001141 | 473.45 | sqm |
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| 31 | 23 | 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.\n40mm thick.\n | BI01010001010000000000000515BI0100001142 | 209.3 | sqm |
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| 32 | 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -\n-All work upto plinth level:\n1:2:4 (1 Cement: 2 fine sand: 4 graded stone aggregate 20 mm nominal size)\n | BI01010001010000000000000515BI0100001143 | 5.4 | cum |
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| 33 | 25 | Providing and laying flat brick flooring in cement mortar including cement Slurry etc. complete.\nIn cement mortar 1: 4 (1 cement: 4 fine sand )\n | BI01010001010000000000000515BI0100001144 | 77.4 | sqm |
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| 34 | 26 | Providing and laying 1st quality ceramic glazed floor tiles 300 x 300 mm conforming to IS : 15622 ( thickness to be specified by the manufacturer ) of approved make in colours, shades such as white, ivory, grey, fume red, brown over 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete. Ceramic Glazed Tiles 1st quality 600 x 600mm in all shades and designs\n | BI01010001010000000000000515BI0100001145 | 42.3 | sqm |
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| 35 | 27 | Providing and fixing 1st 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 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete.\n | BI01010001010000000000000515BI0100001146 | 78.12 | sqm |
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| 36 | 28 | Distempering with 1st quality acrylic washable distemper (ready mixed) of approved brand and manufacture and of required shade and colour complete as per manufacurer's specification on new work ( two or more coats ).[Payment shall be made after submission of Test Certificate issued by the Manufacturer] \n | BI01010001010000000000000515BI0100001147 | 499.71 | sqm |
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| 37 | 29 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.\n | BI01010001010000000000000515BI0100001148 | 624.42 | sqm |
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| 38 | 30 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.84 kg/10 sqm) complete. \n[Payment shall be made after submission of Test Certificate issued by the Manufacturer]\n | BI01010001010000000000000515BI0100001149 | 624.42 | sqm |
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| 39 | 31 | Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after \nsubmission of Test Certificate issued by the Manufacturer]\n | BI01010001010000000000000515BI0100001150 | 111.51 | sqm |
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| 40 | 32 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc. Internal work - Exposed on wall.\n 15 mm dia. nominal bore\n | BI01010001010000000000000515BI0100001151 | 90 | m |
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| 41 | 33 | 25 mm dia. nominal bore | BI01010001010000000000000515BI0100001152 | 95 | m |
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| 42 | 34 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.\nExternal work\n 25 mm dia. nominal bore \n | BI01010001010000000000000515BI0100001153 | 56 | m |
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| 43 | 35 | Providing and fixing brass bib cock of approved quality:\n 15 mm nominal bore\n | BI01010001010000000000000515BI0100001154 | 24 | Nos |
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| 44 | 36 | Providing and fixing brass stop cock of approved quality :\n15 mm nominal bore\n | BI01010001010000000000000515BI0100001155 | 12 | Nos |
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| 45 | 37 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kg / cm2) conforming to IS : 13592 Type-A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:\nSingle socketed pipe - 110 mm OD\n | BI01010001010000000000000515BI0100001156 | 120 | m |
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| 46 | 38 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:\n(i) 110x110x110mm\n | BI01010001010000000000000515BI0100001157 | 8 | Nos |
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| 47 | 39 | (ii) Bend 87.5°\n 110mm\n | BI01010001010000000000000515BI0100001158 | 40 | Nos |
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| 48 | 40 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete.\n 110mm\n | BI01010001010000000000000515BI0100001159 | 100 | Nos |
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| 49 | 41 | 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.\n | BI01010001010000000000000515BI0100001160 | 2500 | litr |
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| 50 | 42 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :\n(i) 15 mm nominal bore \n | BI01010001010000000000000515BI0100001161 | 4 | Nos |
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| 51 | 43 | 25 mm nominal bore | BI01010001010000000000000515BI0100001162 | 16 | Nos |
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| 52 | 44 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated rod with L.P./ H.P.H.D. plastic ball. 25 mm nominal bore, 152mm long, weighing not less than 440gms.\n | BI01010001010000000000000515BI0100001163 | 6 | Nos |
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| 53 | 45 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. \nflushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including \ncutting and making good the walls and floors wherever required : White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests.\n | BI01010001010000000000000515BI0100001164 | 6 | Nos |
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| 54 | 46 | 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 Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps.\n | BI01010001010000000000000515BI0100001165 | 2 | Nos |
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| 55 | 47 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws \nand washers complete.\n | BI01010001010000000000000515BI0100001166 | 2 | Nos |
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| 56 | 48 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe.\n | BI01010001010000000000000515BI0100001167 | 2 | Nos |
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| 57 | 49 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively.\n | BI01010001010000000000000515BI0100001168 | 4 | Nos |
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| 58 | 50 | Providing & Fixing angle stop cock 15mm nominal bore weight not less than 85gm.\n | BI01010001010000000000000515BI0100001169 | 4 | Nos |
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| 59 | 51 | Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with Second class bricks. | BI01010001010000000000000515BI0100001170 | 2 | Nos |
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| 60 | 52 | Providing and fixing C.P. brass bib cock of approved quality:\n(i) 15 mm nominal bore\n | BI01010001010000000000000515BI0100001171 | 12 | Nos |
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