Tender For Providing Sop To Special Forces Training School ( Sfts ) For Vertical Wind Tunnel, At Bakloh Cantt ( U ) Esd, Hpsebl, Bakloh In Ed, Hpsebl, Dalhousie Supply Part 2 33 KV Equipments Dalhousie 3 36 KV 1250 Amp. Vaccum / SF -6 C.B. 4 33 KV Control & Realy Pannel 5 33 KV CTs (400/200-1-1-1 Amp) 6 33 KV Isolator with earth Blade 7 33 KV Isolator without earth Blade 8 Addiitional Control Cables 9 4 core 2.5 mm 2 10 2 core 2.5 mm2 11 Canductor for Bus bar 30/7/2.59 mm2 12 Super Structure Bus Bar 13 R. S Joist size 12800x250mm 14 R. S Joist size 4200x250x125mm 15 MS Channel 125x6 5mm X-arm@13.1KG /Mtr.A) 22.25 Mtr Long =8 No. B) 7.125 Mtr Long =20 No.C)4.50 Mtr Long =8 No.D)0.75 Mtr Long =40 No.Total= (22.25x8+7.125x125x20+4.50x8+0.75x40=386.50Mtr) i.e. 387 Mtr 16 MS Channel 65x65mm X-arm@5.8KG /Mtr. 17 Nut and Bolts off size 18 Bus Bar 19 3D Disc Insulator Tension complete with fitting i.e. Bend Staple Dead andClamp and Suspension Clamp 20 ACSR Conductor 200mm2 (i/c Wastage)(8x4.5+1x3.5)x3x1.1=130 Mtr. For Bus Bar Jumper 21 Tee Connection 22 PG Clamp 23 Ext. of Earthing mat laying 24 MS Flat 50x6 MM weighting 2.4/Mtr. (I/c Wasteage)a) For 2 Nos. 33 kV Super Structure 11.50 Mtr. Each 2x11.50x1.05=24.15 Mtr.B) for 6 No. VCB and CT body earthing at 10 Mtr. Each 6x10x1.05=63 Mtr.Total (a+b)=87 Mtr. 25 Earthing Pipe Electrode 26 20 mm rod 3 mtr long and weighting 2.47 kg/mtr. , 2 no. electrode 2x3x2.47=14.82 KG say 15 KG 27 33 KV Equipments Bakloh 28 36 KV 1250 Amp. Vaccum / SF -6 C.B. 29 33 KV Control & Realy Pannel 30 33 KV CTs (400/200-1-1-1 Amp) 31 33 KV Isolator with earth Blade 32 33 KV Isolator without earth Blade 33 Addiitional Control Cables 34 4 core 2.5 mm 2 35 2 core 2.5 mm2 36 12 core2.5 mm2 37 33 kV XLPE (3x150 mm) cable 38 33 kV XLPEcable termination kit(outdoor) 39 Super Structure Bus Bar 40 R. S Joist size 12800x250mm 41 R. S Joist size 4200x250x125mm 42 MS Channel 125x6 5mm X-arm@13.1KG /Mtr.A) 22.25 Mtr Long =8 No. B) 7.125 Mtr Long =20 No.C)4.50 Mtr Long =8 No.D)0.75 Mtr Long =40 No.Total= (22.25x8+7.125x125x20+4.50x8+0.75x40=386.50Mtr) i.e. 387 Mtr 43 MS Channel 65x65mm X-arm@5.8KG /Mtr. 44 Nut and Bolts off size 45 Bus Bar 46 3D Disc Insulator Tension complete with fitting i.e. Bend Staple Dead andClamp and Suspension Clamp 47 ACSR Conductor 200mm2 (i/c Wastage)(8x4.5+1x3.5)x3x1.1=130 Mtr. For Bus Bar Jumper 48 Tee Connection 49 PG Clamp 50 Ext. of Earthing mat laying 51 MS Flat 50x6 MM weighting 2.4/Mtr. (I/c Wasteage)a) For 2 Nos. 33 kV Super Structure 11.50 Mtr. Each 2x11.50x1.05=24.15 Mtr.B) for 6 No. VCB and CT body earthing at 10 Mtr. Each 6x10x1.05=63 Mtr.Total (a+b)=87 Mtr. 52 Earthing Pipe Electrode 53 20 mm rod 3 mtr long and weighting 2.47 kg/mtr. , 2 no. electrode 2x3x2.47=14.82 KG say 15 KG 54 Erection Part 55 33 KV Equipments Dalhousie 56 36 KV 1250 Amp. Vaccum / SF -6 C.B. 57 33 KV Control & Realy Pannel 58 33 KV CTs (400/200-1-1-1 Amp) 59 33 KV Isolator with earth Blade 60 33 KV Isolator without earth Blade 61 Addiitional Control Cables 62 4 core 2.5 mm 2 63 2 core 2.5 mm2 64 Canductor for Bus bar 30/7/2.59 mm2 65 Super Structure Bus Bar 66 R. S Joist size 12800x250mm 67 R. S Joist size 4200x250x125mm 68 MS Channel 125x6 5mm X-arm@13.1KG /Mtr.A) 22.25 Mtr Long =8 No. B) 7.125 Mtr Long =20 No.C)4.50 Mtr Long =8 No.D)0.75 Mtr Long =40 No.Total= (22.25x8+7.125x125x20+4.50x8+0.75x40=386.50Mtr) i.e. 387 Mtr 69 MS Channel 65x65mm X-arm@5.8KG /Mtr. 70 Nut and Bolts off size 71 Bus Bar 72 3D Disc Insulator Tension complete with fitting i.e. Bend Staple Dead andClamp and Suspension Clamp 73 ACSR Conductor 200mm2 (i/c Wastage)(8x4.5+1x3.5)x3x1.1=130 Mtr. For Bus Bar Jumper 74 Tee Connection 75 PG Clamp 76 Singles for S/Stn 77 Ext. of Earthing mat laying 78 MS Flat 50x6 MM weighting 2.4/Mtr. (I/c Wasteage)a) For 2 Nos. 33 kV Super Structure 11.50 Mtr. Each 2x11.50x1.05=24.15 Mtr.B) for 6 No. VCB and CT body earthing at 10 Mtr. Each 6x10x1.05=63 Mtr.Total (a+b)=87 Mtr. 79 Earthing Pipe Electrode 80 20 mm rod 3 mtr long and weighting 2.47 kg/mtr. , 2 no. electrode 2x3x2.47=14.82 KG say 15 KG 81 33 KV Equipments Bakloh 82 36 KV 1250 Amp. Vaccum / SF -6 C.B. 83 33 KV Control & Realy Pannel 84 33 KV CTs (400/200-1-1-1 Amp) 85 33 KV Isolator with earth Blade 86 33 KV Isolator without earth Blade 87 Addiitional Control Cables 88 4 core 2.5 mm 2 89 2 core 2.5 mm2 90 12 core2.5 mm2 91 33 kV XLPE (3x150 mm) cable 92 33 kV XLPEcable termination kit(outdoor) 93 Super Structure Bus Bar 94 R. S Joist size 12800x250mm 95 R. S Joist size 4200x250x125mm 96 MS Channel 125x6 5mm X-arm@13.1KG /Mtr.A) 22.25 Mtr Long =8 No. B) 7.125 Mtr Long =20 No.C)4.50 Mtr Long =8 No.D)0.75 Mtr Long =40 No.Total= (22.25x8+7.125x125x20+4.50x8+0.75x40=386.50Mtr) i.e. 387 Mtr 97 MS Channel 65x65mm X-arm@5.8KG /Mtr. 98 Nut and Bolts off size 99 Bus Bar 100 3D Disc Insulator Tension complete with fitting i.e. Bend Staple Dead andClamp and Suspension Clamp 101 ACSR Conductor 200mm2 (i/c Wastage)(8x4.5+1x3.5)x3x1.1=130 Mtr. For Bus Bar Jumper 102 Tee Connection 103 PG Clamp 104 Singles for S/Stn 105 Ext. of Earthing mat laying 106 MS Flat 50x6 MM weighting 2.4/Mtr. (I/c Wasteage)a) For 2 Nos. 33 kV Super Structure 11.50 Mtr. Each 2x11.50x1.05=24.15 Mtr.B) for 6 No. VCB and CT body earthing at 10 Mtr. Each 6x10x1.05=63 Mtr.Total (a+b)=87 Mtr. 107 Earthing Pipe Electrode 108 20 mm rod 3 mtr long and weighting 2.47 kg/mtr. , 2 no. electrode 2x3x2.47=14.82 KG say 15 KG 109 Civil Part 110 Foundation of R.S.Joist i/c erectionfor Dalhousie Feeder 111 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. all kind of soil 112 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) 113 Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete. 114 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. above plinth level up to 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) 115 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. 116 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Rs. Joist (250x125)+12.18 Mtr @37.3 KG/Mtr 117 Foundation of CT, PT & LA for Dalhousie Feeder 118 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. All kinds of soil. 119 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) 120 Centering and shuttering including strutting, propping etc. and removal of form 121 Foundations, footings, bases of columns, etc. for mass concrete 122 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. above plinth level up to 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) 123 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. 124 Cable Trenchfor Dalhousie Feeder 125 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. all kind of soil 126 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) 127 Centering and shuttering including strutting, propping etc. and removal of form for: 128 a) Foundations, footings, bases of columns, etc. for mass concrete. 129 Providing and laying in position specified grade of reenforsement cement concrete excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size) in foundation and plinth 130 Brick Masnory in cm 1:4 in fondation wall of cable outdoor tranch 131 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) 132 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. 133 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 134 15 mm cement plaster on the rough side of brick masnory in 1:4 (1 cement: 4 fine sand) 135 Foundation of R.S.Joist i/c erectionfor Bakloh Feeder 136 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. all kind of soil 137 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) 138 Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete. 139 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. above plinth level up to 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) 140 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. 141 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Rs. Joist (250x125)+12.18 Mtr @37.3 KG/Mtr 142 Foundation of CT, PT & LA for Bakloh Feeder 143 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. All kinds of soil. 144 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) 145 Centering and shuttering including strutting, propping etc. and removal of form 146 Foundations, footings, bases of columns, etc. for mass concrete 147 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. above plinth level up to 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) 148 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. 149 Cable Trenchfor Bakloh Feeder 150 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. all kind of soil 151 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) 152 Centering and shuttering including strutting, propping etc. and removal of form for: 153 a) Foundations, footings, bases of columns, etc. for mass concrete. 154 Providing and laying in position specified grade of reenforsement cement concrete excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size) in foundation and plinth 155 Brick Masnory in cm 1:4 in fondation wall of cable outdoor tranch 156 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) 157 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. 158 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 159 15 mm cement plaster on the rough side of brick masnory in 1:4 (1 cement: 4 fine sand) 160 Ext. of Existing 33/11 kV Sub-Station Building at Bakloh 161 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge In cement mortar 162 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 163 Eathwork 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.Ordinary rock 164 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) 165 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) upto plinth level withCement mortar 1:6 (1 cement : 6 coarse sand) 166 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand 167 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in 1 :6 168 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) 169 Centering and shuttering including strutting, propping etc. and removal of form for : 170 Foundations, footings, bases of columns, etc. for mass concrete 171 Columns and Struts 172 Lintels, beams, plinth beam 173 Suspended floors, roofs, landings, balconies and access platform 174 Edges of slabs and breaks in floors and walls under 20 cm. wide. 175 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size) 176 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. 177 15 mm cement plaster on the rough side of single or half brick wall of mix : in 1:4 178 20 mm cement plaster of mix 1:4 (1 cement: 4fine sand) 179 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) 180 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.,600x600mm 181 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth 182 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge With brass cover plate minimum 1.25 mm thickness 183 Applying priming Coat With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 184 Applying Priming Coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work 185 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 186 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 187 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer 188 Finishing walls with Acrylic Smooth exterior paint of required shadeNew 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) 189 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 190 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge 191 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.250x16mm 192 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 193 a)250x10 mm 194 b) 100x 10 mm 195 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 orshade, with necessary screws etc. complete 196 a) 125 mm 197 Providing and fixing ISI marked aluminium butt hinges 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: 198 100x63x4 199 75x63x4 200 Providing and fixing bright finished brass hard drawn hooks and eyes 200mm 201 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete 202 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) Singlesocketed pipes 203 Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. : 204 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).Second class teak wood 205 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws Kiln seasoned selected class of sheeshamwood 206 Providing and fixing 35 mm thick factory made laminatedveneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineer- in-charge and panelling with panels of : (Note:- Butt hinges and necessary screws shall be paid separately) 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade - 1, medium density flat pressed, three layer particle board FPT- I or graded wood particle board FPT- I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and pre- laminated conforming to IS : 12823, Grade 1, Type - IImarked : 207 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 openings /wooden frames with rawl plugs screws etc. 208 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete 209 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws
