|
| 1 | 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 CT\"s (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 [email protected] /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 [email protected] /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 CT\"s (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 [email protected] /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 [email protected] /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 CT\"s (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 [email protected] /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 [email protected] /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 CT\"s (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 [email protected] /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 [email protected] /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 |
