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| 1 | SH:LAND DEVLOPMENT |
| 2 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. |
| 3 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) |
| 4 | SH:- BOUNDARY WALL WITH GATE a) BOUNDARY WALL |
| 5 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 6 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 7 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 8 | b) M 20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 9 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. |
| 10 | c) M 20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 11 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. |
| 12 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 13 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 14 | b) Column, pillars, posts and struts etc. |
| 15 | c) Lintels, beams, girders, bressumers and cantilevers etc. |
| 16 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 17 | a) TMT Bar |
| 18 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand). |
| 19 | Extra for full brick masonry in superstructure above plinth level and up to floor two level. |
| 20 | Steelwork insinglesectionincludingcutting,hoisting, fixinginpositionandapplyinga priming coat of red lead paint. |
| 21 | b) In Tees, Angles and Channels |
| 22 | 12 mm thick cement plaster (1:4 1: cement ,4: fine sand) |
| 23 | 15 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall. |
| 24 | Providing and fixing GI barbed wire with GI stapples in MS angle iron fencing cost |
| 25 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 26 | Colour washing such as green, blue or buff on new work (two or more coats) including a base coat of white washing with lime to give an even shade. |
| 27 | Add carring charge of materials( as per annexure-I) |
| 28 | b) GATE |
| 29 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 30 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 31 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 32 | b) M 20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 33 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 34 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 35 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 36 | a) TMT Bar |
| 37 | 12 mm thick cement plaster (1:4 1: cement ,4: fine sand) |
| 38 | Tiles Work |
| 39 | Scripture and Marble Work |
| 40 | Fabrication Work |
| 41 | Painting Work |
| 42 | Add carring charge of materials( as per TC |
| 43 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in embankment for road, flood banks, marginal banks and guide banks or filling up ground depressions lead upto 50 m and lift upto 1.50 m. |
| 44 | b) Hard Soil |
| 45 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 46 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : Foundations and plinth. |
| 47 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 48 | b) Tar/TMT steel. |
| 49 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 50 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 51 | b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 52 | e) Column, pillars, posts and struts etc. |
| 53 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 54 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas(3.5 m height). |
| 55 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 56 | b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).M20 |
| 57 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. |
| 58 | a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). M20 |
| 59 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. |
| 60 | a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). M20 |
| 61 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).M20 |
| 62 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : (a) Foundation and plinth |
| 63 | Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position. |
| 64 | Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone shingle 40 mm nominal size). |
| 65 | Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 4 (1 cement : 4 fine sand) in foundations and plinth. |
| 66 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws. |
| 67 | a) 38 mm thick best available local wood, class - B I |
| 68 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming andwatering etc. complete. |
| 69 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 70 | 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(d) Size1000 x1000 mm |
| 71 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete(size1000 x 1000 mm |
| 72 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 73 | White washing with lime on new work (two or more coats) to give an even shade. |
| 74 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws. b) Ornamental grill |
| 75 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 76 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade. |
| 77 | Wall painting (two or coats) with plastic emulsion paint of approved brand and manufactureon new work to give an even shade |
| 78 | Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade |
| 79 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 80 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade. |
| 81 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth. |
| 82 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete. |
| 83 | Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete. |
| 84 | a) 300 x 16 mm |
| 85 | Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete. |
| 86 | a) 250x10mmdia |
| 87 | b) 150 x 10 mm |
| 88 | Providing and fixing MS handles with necessary screws etc complete. |
| 89 | a) 100mm |
| 90 | b) 75 mm |
| 91 | Providing and fixing MS Hooks and Eyes. |
| 92 | D)150mm |
| 93 | Internal electrification |
| 94 | Add Carriage of Materials |
| 95 | SH:- TYPE-II(SINGLE UNIT) a) Site Clearance |
| 96 | Clearing and Grubbing Road Land, (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) |
| 97 | By Manual Means:- In area of light jungle. |
| 98 | By Mechanical Means :- In area of thorny jungle |
| 99 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 100 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) |
| 101 | b) Building |
| 102 | Surface dressing of the ground, including removing vegetation and inequalities not exceeding 15 cm depth and disposal of rubbish, lead upto 50 m and lift upto 1.50 m. a)-Hard Soil. |
| 103 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 104 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 105 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 106 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 107 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. |
| 108 | Dry stone pitching 22.50 cm thick including supply of stone and preparing surface complete (including carriage of stone for 5 km lead). |
| 109 | C. C. work |
| 110 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : Foundations and plinth. |
| 111 | Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size). |
| 112 | Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers. |
| 113 | R. C. C. work |
| 114 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : . M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 115 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. .M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 116 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 117 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement withM20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 118 | Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 119 | Reinforcement of R C C work including bending, binding and placing in position complete, b) Tar/ TMT steel |
| 120 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 121 | Foundation, footings, bases of columns etc. and mass concrete. |
| 122 | Column, pillars, posts and struts etc. |
| 123 | Lintels, beams, girders, bressumers and cantilevers etc. |
| 124 | Suspended floors, roofs, landings shelves and their supports, balconies and chajjas ( 3.5 m height). |
| 125 | Vertical and horizontal fins individually or forming box louvers bands and facias. |
| 126 | Brick work |
| 127 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:5 (1 cement : 5 fine sand). |
| 128 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
| 129 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1cement : 4 coarse sand) in foundation and plinth. |
| 130 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 131 | Wood work |
| 132 | Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position |
| 133 | Providing and fixing flush door shutters, decorative type, core of black board construction with frame of 1st class hard wood and well matched 1st class teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters |
| 134 | 40 mm thick including anodised aluminium butt hinges with necessary screws. |
| 135 | Providing and fixing 38 mm thick wire gauge shutters using galvanized mild steel wire gauge of IS gauge designation 140G with wire of dia 0.56 mm for doors, windows and clerestory windows including anodized aluminum butt hinges with necessary screws. |
| 136 | Best available local wood class B-I. |
| 137 | Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both verticalssides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineerin- charge. |
| 138 | Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm (± 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( ± 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in-charge. |
| 139 | Providing and fixing 12 mm thick and 150 mm wide pelmet of flat pressed 3 layer particle board (medium density) with 25 mm dia second class teak wood curtain rod and brackets including fixing with 25 x 3 mm MS flat 10 cm long and plugs etc complete. |
| 140 | Timber class - A IV. |
| 141 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. |
| 142 | 300 x 16 mm |
| 143 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete. |
| 144 | 300 x 10 mm |
| 145 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. |
| 146 | 125mm |
| 147 | Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors, (weighting not less than 450 gms). |
| 148 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. |
| 149 | 300 mm |
| 150 | Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc. |
| 151 | Steel work |
| 152 | Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including specialshaped washers etc complete (welding to be paid separately). |
| 153 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). |
| 154 | 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) |
| 155 | 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, |
| 156 | Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete. |
| 157 | Flooring work |
| 158 | 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 |
| 159 | Size of Tile 600x600 mm |
| 160 | Providing and laying Vitrified tiles in different sizes (thickness to bespecified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12mm thick bed of cement mortar1:3 (1cement:3coarsesand), including grouting the joint with white cement & matching pigments etc. complete. |
| 161 | Size of Tile 600x600 mm |
| 162 | White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry. |
| 163 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 164 | 25 mm thick. |
| 165 | Extra for pre finished nosing to treads of steps of marble stone. |
| 166 | Cement plaster skirting (up to 30 cm height) with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, including rounding of junctions with floor. |
| 167 | 21 mm thick. |
| 168 | Roofing work |
| 169 | Providing Alumunium Troughed Sheet Roofing fixed with 'J' hooks,bolts,nuts, washer with bitumen (the 'J' hook,nut and bolt are as per IS:733 of 1983) and limpet washer filled with white lead complete excluding the cost of the purlins,rafters and trusses. |
| 170 | Using 0.65 mm thick Alumunium Troughed Sheet |
| 171 | Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet ridges fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses. |
| 172 | Details of cost for 11.75m Laying and fixing 4 lenths of 3.05m each require Overall length of 4 x 3.05 plus 3% wastages = 12.566m After laping as per manufacturer's specification, effective Measurable length will be (4 x 3.05) - (3 x 0.15) = 11.75m |
| 173 | Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approved quality with necessary nails etc.complete (frame work for base to be paid separately). |
| 174 | Finishing work |
| 175 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand) . |
| 176 | 15 mm cement plaster 1 : 5 (1 cement : 5 fine sand) on the rough side of single or half brick wall. |
| 177 | 6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand). |
| 178 | Providing and applying plaster of paris putty of 2 mm thickness over plasteredsurface to prepare the surface even and smooth complete. |
| 179 | Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. |
| 180 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 181 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade. |
| 182 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 183 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade |
| 184 | Applying priming coat with ready mixed genuine red lead paint of approved brand and manufacture on steel work. |
| 185 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade. |
| 186 | Miscelleaous Work |
| 187 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth. |
| 188 | Brick edging 7.50 cm wide and 12.50 cm deep to plinth protection with 2nd class bricks including grouting with cement mortar 1 : 4 (1 cement : 4 fine sand). |
| 189 | Drainage Work |
| 190 | Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete. |
| 191 | Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. |
| 192 | 100 mm dia SW pipes |
| 193 | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design. |
| 194 | 100 mm dia SW pipes |
| 195 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design. |
| 196 | Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg). |
| 197 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honey comb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design. |
| 198 | Water Supply Work |
| 199 | Providing and fixing GI/CPVC pipes complete with GI/CPVC fittings and clamps including cutting and making good the walls (internal work). |
| 200 | 15 mm nominal bore |
| 201 | 20 mm nominal bore |
| 202 | Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). |
| 203 | 25 mm nominal bore |
| 204 | Providing and fixing brass bib cock of approved quality. |
| 205 | 15 mm nominal bore |
| 206 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. |
| 207 | 15 mm nominal bore. |
| 208 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 209 | 15 mm nominal bore |
| 210 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. |
| 211 | 15 mm nominal bore |
| 212 | Providing and fixing brass full way valve with wheel of approved quality. |
| 213 | 25 mm nominal bore |
| 214 | Providing and fixing PVC connection pipe with brass union. |
| 215 | 45 cm length 15 mm nominal bore. |
| 216 | Providing and fixing CP brass shower rose with 15 mm or 20 mm dia inlet. |
| 217 | 150 mm dia |
| 218 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. |
| 219 | Samitary Installation Work |
| 220 | Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required. |
| 221 | Orissa Pattern WC Pan. |
| 222 | Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. |
| 223 | Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality. |
| 224 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : |
| 225 | Kitchen sink with drain board , 510x1040 mm bowl depth 250 mm. |
| 226 | Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers. |
| 227 | Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleadts with CP brass screws. |
| 228 | Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality). |
| 229 | 750 x 20 mm size |
| 230 | Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms. |
| 231 | Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 232 | 100 x 100 x 100 mm |
| 233 | Providing and fixing sand cast iron trap of self cleadnsing design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors. |
| 234 | 100 mm inlet and 100 mm outlet |
| 235 | 100 mm inlet and 75 mm outlet |
| 236 | Providing and fixing CP brass waste for wash basins and sinks. |
| 237 | 40 mm dia |
| 238 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. |
| 239 | 100 mm dia SW pipes |
| 240 | 75 mm dia SW pipes |
| 241 | Providing and fixing 100 mm sand cast iron grating for gulley, floors or nahni trap . |
| 242 | Providing and fixing sand cast iron/ cast iron (spun) soil, plain bands. |
| 243 | 100 mm diameter pipe |
| 244 | 75 mm diameter pipe |
| 245 | Painting two or more coats on rain water, soil waste and vent pipes and fittings with black anti-corrosive bituminoustic paint of approve brand and manufacture over a priming coat of ready mixed genuine red lead on new work. |
| 246 | 100 mm dia |
| 247 | 75 mm dia |
| 248 | Add for Carriage of Materials (As per TC) |
| 249 | FURNITURES |
| 250 | Steel Almirah (Godrej) |
| 251 | Steel Table (Godrej) |
| 252 | Wooden Cot Double |
| 253 | Wooden Cot Single |
| 254 | Visitor Chair |
| 255 | Water Filter |
| 256 | Wooden Chair |
| 257 | Curtain Please Enable Macros to View BoQ information |
