|
| 1 | Civil Works ( Canteen) 16 x 16 feet |
| 2 | Earth work in excavation by mechanical mens (Hydraulic exacavator) / 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 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 3 | All kinds of soil |
| 4 | Filling available excavated earth (excluding rock) in treches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depostied layer by ramming and watering, lead up to 50 m and lift upto 1.5 m |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete |
| 6 | Supplying and filling in plinth with sand under floors, inlcuding watering, ramming, consolidating and dressing complete |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 8 | 1:5:10 ( 1 cement : 5 fine sand derived from natrual sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for work for |
| 10 | Foundations,footings,bases for columns |
| 11 | Making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and gouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 12 | Providing and laying in position specified grade of reinforced cement concrete,excludingthe cost of centering, shuttering, finishing and reinforcement- All work up ot plinth level |
| 13 | 1:1.5:3 ( 1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 14 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 16 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 18 | Brick work with common burnt clay F.P.S ( non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 19 | Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 20 | Brick work with common burnt clay F.P.S ( non modular) bricks ofclass designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: |
| 21 | Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 22 | Steel work in built up 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 nad bolted with special shaped washers etc. complete |
| 23 | Hot finished welded type tubes |
| 24 | Structural steel work in single sectio, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 25 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40 x 40x 6 mm angle iron and 3 mm M.S. gusset plates at the juncitons and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. |
| 26 | Using M.S. angels 40x40x6 mm for diagonal braces |
| 27 | Welding by gas or electric plant including transportation of plant at site etc. complete |
| 28 | Providing and fixing carbon steel galvanised ( mnimum coating 5 miron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strenth 480 N/mm2), coutner sunk head, comprising of 10 mm dia polyamide PA 6 grade sleveee, including drilling of hole in frame, concrete/masonry, etc. as per direction of Engineer-in-charge. |
| 29 | 10 x 120 mm |
| 30 | Kota Stone slab flooring over 20 mm (average) thick base laid over and jointed with grey sement 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): |
| 31 | 25 mm thick |
| 32 | Providing and fixing on wall face 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, (i) Single socketed pipes. |
| 33 | 110 mm diameter |
| 34 | Providing reinforced by organic fibres and/ or inorganic synthetic fibres cement 6 mm thick corrugated sheets ( as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete ( excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. |
| 35 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 36 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self/drilling/ self tapping screws complete |
| 37 | Ridges plain ( 500-600mm) |
| 38 | Flashings/Aprons. (Upto 600 mm) |
| 39 | Gutter ( 600 mm over all girth) |
| 40 | Cement Plaster ( In Fine Sand) |
| 41 | 12 mm cement plaster of mix: |
| 42 | 1:6 ( 1 cement : 6 fine sand) |
| 43 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: |
| 44 | Two or more coats on new work |
| 45 | Finishing walls with Acrylic smooth exterior paint of required shade: |
| 46 | New work ( Two or more coatapplied @ 1.67 ltr/10 sqm over and including priming coat of exterior applied @ 2.20 kg/10 sqm |
| 47 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 48 | Two coats |
| 49 | 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: |
| 50 | White Vitreous China Wash basin size 550x400 mmwith a pair of 15 mm C.P. brass pillar taps |
| 51 | Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls whereever required. |
| 52 | White glazed fire clay kitchen sink of size 600 x 450 x 250 mm |
| 53 | Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fittings complete |
| 54 | Semi rigid pipe |
| 55 | 32 mm dia |
| 56 | Providing and fixing soil, waste and vent pipes: |
| 57 | Centrifugally cast ( spun) iron socket & spigot ( S&S) pipe as per IS: 3989 |
| 58 | 100 mm diameter: |
| 59 | 75 mm diameter |
| 60 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 61 | Sand cast iron S&S as per IS-1729 |
| 62 | 100 mm dia: |
| 63 | 75 mm dia |
| 64 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter |
| 65 | 100 mm : |
| 66 | 75 mm |
| 67 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 68 | 100 mm inlet and75 mm outlet |
| 69 | Sand cast iron S&S as per IS - 3989 |
| 70 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : |
| 71 | 100 mm diameter pipe: |
| 72 | 75 mm diameter pipe |
| 73 | Providing and fixingG.I. pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting wih anti corrosive bitumastic paint, cutting chases and amking good the wall. |
| 74 | 15 mm dia nominal bore |
| 75 | 20 mm dia nominal bore |
| 76 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. |
| 77 | External Work |
| 78 | 20 mm dia nominal bore |
| 79 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 80 | 20 mm nominal bore |
| 81 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : |
| 82 | 15 mm nominal bore |
| 83 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 84 | 15 mm nominal bore- 45 cm length |
| 85 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : |
| 86 | 20 mm diameter pipe |
| 87 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : |
| 88 | 20 mm diameter pipe |
| 89 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : |
| 90 | 15 mm nominal bore |
| 91 | 20 mm nominal bore |
| 92 | Providing and fixing brass stop cock of approved quality : |
| 93 | 15 mm nominal bore |
| 94 | 20 mm nominal bore |
| 95 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 96 | 20 to 40 mm nominal bore |
| 97 | 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. |
| 98 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: |
| 99 | 150 x 100 mm size P type. |
| 100 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 101 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 102 | Inside size 90x80 cm and 45 cm deep including C.I. coverwith frame (light duty) 455x610 mm internal dimensions,total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : |
| 103 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 104 | Extra for depth for manholes : |
| 105 | Size 90x80 cm |
| 106 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 107 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : |
| 108 | For pipes 100 to 250 mm diameter |
| 109 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 110 | Civil Works ( Juice Bar) ( 12 x 12 feet) |
| 111 | Earth work in excavation by mechanical mens (Hydraulic exacavator) / 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 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 112 | All kinds of soil |
| 113 | Filling available excavated earth (excluding rock) in treches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depostied layer by ramming and watering, lead up to 50 m and lift upto 1.5 m |
| 114 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete |
| 115 | Supplying and filling in plinth with sand under floors, inlcuding watering, ramming, consolidating and dressing complete |
| 116 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 117 | 1:5:10 ( 1 cement : 5 fine sand derived from natrual sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 118 | Centering and shuttering including strutting, propping etc. and removal of form for work for |
| 119 | Foundations,footings,bases for columns |
| 120 | Making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and gouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 121 | Providing and laying in position specified grade of reinforced cement concrete,excludingthe cost of centering, shuttering, finishing and reinforcement- All work up ot plinth level |
| 122 | 1:1.5:3 ( 1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 123 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 124 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 125 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level |
| 126 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 127 | Brick work with common burnt clay F.P.S ( non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 128 | Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 129 | Brick work with common burnt clay F.P.S ( non modular) bricks ofclass designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: |
| 130 | Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 131 | Steel work in built up 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 nad bolted with special shaped washers etc. complete |
| 132 | Hot finished welded type tubes |
| 133 | Structural steel work in single sectio, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 134 | Welding by gas or electric plant including transportation of plant at site etc. complete |
| 135 | Cement Plaster ( In Fine Sand) |
| 136 | 12 mm cement plaster of mix: |
| 137 | 1:6 ( 1 cement : 6 fine sand) |
| 138 | Pointing on brick work or brick flooring with cement mortar 1:3 ( 1 cement : 3 fine sand) |
| 139 | Flush/Ruled/Struck or weathered pointing |
| 140 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: |
| 141 | Two or more coats on new work |
| 142 | Providing reinforced by organic fibres and/ or inorganic synthetic fibres cement 6 mm thick corrugated sheets ( as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete ( excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. |
| 143 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 144 | Providing and fixing precoated galvanised steelsheet rooging accessories 0.50 mm ( +0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete: |
| 145 | Ridges plain ( 500-600mm) |
| 146 | Flashings/Aprons. (Upto 600 mm) |
| 147 | Gutter ( 600 mm over all girth) |
| 148 | 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: |
| 149 | White Vitreous China Wash basin size 550x400 mmwith a pair of 15 mm C.P. brass pillar taps |
| 150 | Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls whereever required. |
| 151 | White glazed fire clay kitchen sink of size 600 x 450 x 250 mm |
| 152 | Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fittings complete |
| 153 | Semi rigid pipe |
| 154 | 32 mm dia |
| 155 | Providing and fixing soil, waste and vent pipes: |
| 156 | Centrifugally cast ( spun) iron socket & spigot ( S&S) pipe as per IS: 3989 |
| 157 | 100 mm diameter: |
| 158 | 75 mm diameter |
| 159 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 160 | Sand cast iron S&S as per IS-1729 |
| 161 | 100 mm dia: |
| 162 | 75 mm dia |
| 163 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter |
| 164 | 100 mm : |
| 165 | 75 mm |
| 166 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 167 | 100 mm inlet and75 mm outlet |
| 168 | Sand cast iron S&S as per IS - 3989 |
| 169 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : |
| 170 | 100 mm diameter pipe: |
| 171 | 75 mm diameter pipe |
| 172 | Providing and fixingG.I. pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting wih anti corrosive bitumastic paint, cutting chases and making good the wall. |
| 173 | 15 mm dia nominal bore |
| 174 | 20 mm dia nominal bore |
| 175 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. |
| 176 | External Work |
| 177 | 20 mm dia nominal bore |
| 178 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 179 | 20 mm nominal bore |
| 180 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : |
| 181 | 15 mm nominal bore |
| 182 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 183 | 15 mm nominal bore- 45 cm length |
| 184 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : |
| 185 | 20 mm diameter pipe |
| 186 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : |
| 187 | 20 mm diameter pipe |
| 188 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : |
| 189 | 15 mm nominal bore |
| 190 | 20 mm nominal bore |
| 191 | Providing and fixing brass stop cock of approved quality : |
| 192 | 15 mm nominal bore |
| 193 | 20 mm nominal bore |
| 194 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 195 | 20 to 40 mm nominal bore |
| 196 | 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. |
| 197 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: |
| 198 | 150 x 100 mm size P type. |
| 199 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 200 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 201 | Inside size 90x80 cm and 45 cm deep including C.I. coverwith frame (light duty) 455x610 mm internal dimensions,total weight of cover and frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) : |
| 202 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 203 | Extra for depth for manholes : |
| 204 | Size 90x80 cm |
| 205 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 206 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : |
| 207 | For pipes 100 to 250 mm diameter |
| 208 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 209 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 210 | New work (Two or more coat applied @ 1.67 ltr/10 sqmover and including priming coat of exterior primer applied@ 2.20 kg/10 sqm)For pipes 100 to 250 mm diameter |
| 211 | Providing and fixing on wall face 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, (i) Single socketed pipes. |
| 212 | 110 mm diameter |
| 213 | 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 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 214 | Size of Tile 600x600 mm |
| 215 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 216 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour |
| 217 | Two coats |
| 218 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 219 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : |
| 220 | 250*16 mm |
| 221 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 222 | 250 * 10mm |
| 223 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 224 | 125 mm |
| 225 | 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. |
| 226 | Twin rubber stopper |
| 227 | Providing and fixing aluminium work for doors, windows, ventilators and partition with extruded built up standard tubular sections/ appropriate Z section and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia nad 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 with be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat agnle, Aluminium snap beading for glazing / paneling, C.P.brass/ stainless steel screws, all complete as per architecturaldrawings and the directions of Engineer-in-charge, ( Glazing, paneling and dash fasteners to be paid for separately) |
| 228 | Powder coated aluminium ( minimum thickness of powder coating 50 micron) |
| 229 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or gradedwood particle board conforming to IS:12823 Grade I Type II, in panelling fixed in aluminium doors, windows, shutters and partition frames with C.P. brass/ stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge |
| 230 | Pre- laminated particle board with decorative lamination on both side |
| 231 | 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) |
| 232 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 233 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partition etc. with EPDM rubber/ neoprene gasket etc. complete as the architectural drawings and the direction of engineer-in -charge (Cost of aluminium snap beading shall be paid in basic items. |
| 234 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) |
| 235 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
