NEW TECHNOLOGIES



  NEW TECHNOLOGIES    
2 Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper day 800
9 Pumping charges of concrete including Hire charges of pump, piping work & accessories etc. cum 210
11 Hire charges of Pump set of capacity 4000 litres/hour day 700
12 Vibrator (Needle type 40 mm) day 370
14 Front end loader capacity 1.00 cum day 6000
28 Hire and running charges of crane 20 tonne capacity day 7000
30 Generator 250 KVA day 2500
31 Steam curing by using boiler /Heater cum 500
32 Stressing Machine (jack with pump) day 11500
34 Cutting saw machine day 1350
35 Strands Roller machinery for laying strands day 3500
36 Bed master (Pulling strands) day 3000
37 Mobile crane day 7500
44 Cost for crane upto 40 tonne capacity day 8000
67 Cost for crane upto 80 tonne capacity day 15000
70 Generator 100 KVA/125 KVA hour 250
72 Cost for crane having capacity 50MT day 8500
86 Compressor, gun, rubber pipes & other accessories- hire charge of plant & machinery i/c necessary fuel day 4000
88 Hire charges of Drill machine upto 30 mm dia day 160
89 Hire charges of sand blasting equipment day 160
90 Hire charges of compressor day 420
91 Welding charges of shear key to existing reinforcement each 5
92 Hire charges of plant and Machinery that can inject 350 kg/day day 200
100 Bandhani day 617
101 Bhisti day 617
102 Blacksmith 1st class day 738
103 Blacksmith 2nd class day 679
111 Carpenter 1st class day 738
112 Carpenter 2nd class day 679
113 Chowkidar day 558
114 Beldar day 558
115 Coolie day 558
116 Fitter (grade 1) day 738
117 Assistant Fitter or 2nd class Fitter day 679
119 Glazier day 679
122 Mason (for plaster of paris work) 1st class day 738
123 Mason (brick layer) 1st class day 738
124 Mason (brick layer) 2nd class day 679
125 Mason (for plain stone work) 2nd class day 679
126 Mason (for ornamental stone work) 1st class day 738
127 Driver for (Road roller, concrete mixer, Trucks etc.) day 738
128 Mate day 617
129 Sewer man day 558
130 Mistry day 738
131 Painter day 679
132 Rock Excavator day 558
133 Rock Breaker day 558
134 Rock Hole Driller day 558
135 Stone Chiseller day 617
138 Sprayer (for bitumen, tar etc.) day 617
139 Skilled Beldar (for floor rubbing etc.) day 617
141 White Washer day 617
154 Nozzel man/ gun man day 738
155 Mason (average) day 709
156 Carpenter (average) day 709
157 Operator (Pile/ Special machine) day 738
159 Skilled torch operator for laying tack day 738
160 Technician day 775
161 Helper (Technician) day 558
164 Security guard without gun (8 hours shift duty per day) day 617
165 Security guard with  gun (8 hours shift duty per day) day 679
238 6 mm thick heavy duty fiber cement board sqm 470
239 8mm thick heavy duty fiber cement board sqm 300
240 9 mm thick heavy duty fiber cement board sqm 625
241 12.5 mm thick Gypsum plaster board sqm 170
244 Factory made light weight composite non asbestos fibre reinforced aerated cement sandwitched wall/roof panel (50mm thick). The outer face on both sides of the panels will be non asbestos fibre cement board (minimum 4mm thick) confirming to IS 14862:2000 sqm 634
245 Factory made light weight non asbestos fibre reinforced aerated cement sandwitched wall/roof panel (75mm thick). The outer face on both sides of the panels will be non asbestos fibre cement board (minimum 5mm thick) confirming to IS 14862:2000 sqm 789
246 2mm thick sim pad each 10
247 5mm thick sim pad each 15
248 10mm thick sim pad each 25
367 Portland Cement (OPC-43 Grade) tonne 4940
637 Bright finished or black enameled mild steel screws 40 mm 100 Nos 60
764 Calcium silicate base compound for jointing calcium silicate tiles kg 26
982 Coarse sand (zone III) cum 1350
983 Fine sand (zone IV) cum 900
993 FY-1860 grade wire strands quintal 5700
1012 Pregalvanized high tensile steel confirming to IS:277-199 kg 90
1021 Hard drawn steel wire fabric 75 x 25 mm mesh of weight not less than 7.75 kg/sqm sqm 430
1023 Galvanised steel J or L hooks 8 mm dia 10 Nos 120
1027 Erection Bolts ( Minimum 04 nos for each element) each 25
1159 Stone dust cum 1100
1190 Second class teak wood in planks 10 cudm 791
1208 Bitumen washer 100 Nos 30
1209 G.I. plain washer thick 100 Nos 35
1217 GI Wire mesh 100x100 mm kg 75
1218 Shear stud each 50
1223 Steel weld mesh sqm 150
1225 Mild steel flat strap fitting quintal 4120
1246 Silicon based Joint Sealant for Tiles kg 160
1247 Rubber base Adhesive kg 223
1248 Epoxy based sealing Compound kg 535
1249 Acrylic based sealing compound kg 500
1250 Non woven reinforcement Tape metre 0.14
1251 M-60 grade cemetitious grout (Non Shrink) kg 28
1252 Cementitious polymer base adhesive confirming to EOTA ETAG 004 (European Technical Approval) kg 34
1253 Polypropylene mechanical fastener with plastic pin confirming to EOTA ETAG 014 (European Technical Approval) having dia 10mm & L=200mm each 30
1254 Moisture cure Polyurethane Foam 750 ml 600
1255 PVC Corner Bead of size 25mmx25mm fixed with glass fibre mesh  (100mm x 100mm) metre 90
1256 Cementitious polymer base coat confirming to EOTA ETAG 004 (European Technical Approval) kg 40
1257 Fiberglass mesh with alkali-resistant coating having mass per unit area ?145 g/m2, mesh size: 3.9x4.0 mm ±10% sqm 75
1316 50mmx50mm hardwood plug each 75
2201 Carriage of Bricks 1000 Nos 276.7
2203 Carriage of Coarse sand cum 103.8
2204 Carriage of Timber cum 118.6
2205 Carriage of Steel tonne 92.24
2209 Carriage of Cement tonne 92.24
2261 Carriage of Fine sand (1 Part badarpur sand : 2 parts jamuna sand) cum 103.8
2358 Carriage of Bamboo Mat corrugated sheets and accessories tonne 11500
2491 Pre laminated both side solid foam uPVC profile (45x20mm) metre 130
2492 Solid foam uPVC  sheet 20mm thick pre laminated on both side sqm 2090
2493 PVC edge beading metre 31
2494 Expandable fastner with plastic sleeve each 5
2635 GI Screws of gauge 10, length 25 mm  for fixing cement fibre board to C section each 3
2636 GI Screws of gauge 10, length 45 mm  for fixing cement fibre each 3
board to C section
2637 Vapour barrier sqm 175
7009 12.5 mm thick tapered edge gypsum plain borad sqm 155
7025 Self tapping pan head nickel coated mild steel screws of size 13 x 3.2 mm 1000 Nos 525
7026 Fibre joint tape 50 mm wide (90 metre) roll each roll 165
7274 Glass wool 50 mm thick sqm 238
7318 Plasticizer / super plasticizer kg 36
7336 Lock Bar (E 250) - 10 thick MS Plate kg 76
7367 Galvanised M.S. sheet 0.5 mm thick pressed channel section of size 50x32 mm metre 57
7368 GFRG Panel of 124 mm thick sqm 847.5
7369 Galvanised M.S. sheet 0.50 mm thick pressed stud : 48x34x 36 mm metre 71
7383 12 mm dia 50 mm long wedge type expanded zinc alloy dash fastener each 7
7388 Dash hold fastener 12.5 mm dia, 50 mm long with 6 mm dia bolt each 11
7776 Concrete paver block of grade M-30 made of C&D waste (60mm thickness) sqm 317.2
7911 Chemical Rust Remover litre 210
7912 Hire charges of Drill machine upto 30 mm dia day 160
7913 Epoxy kg 585
7914 SBR Polymer kg 190
7915 Woven PVC cloth sqm 25
7916 Hire charges of sand blasting equipment day 420
7917 Hire charges of compressure day 645
7918 25mm thick cement concrete shotcrete(guniting)  with compressor sqm 105
7921 Adhesive chemical ml 2
7922 Bit of drilling machine for Hole upto 30mm dia each 500
7923 GI  injection nipple 12mm dia, 75mm long each 42
7924 Blowing compressed air for cleaning holes upto 30mm dia each 10
7925 L shaped 100mm long, 10mm dia mild steel shear key kg 67
7927 Acrylic Polymer chemical for cracks kg 31
7929 Shear loops (6mm dia GI wire rope) (For vertical joints) 6 nos on each side each 192
7930 dowel tubes (Corrugated GI pipes 50 to 80mm dia) (For horizontal joints) metre 120
7931 Hooks for lifting (Alloy steel) having 2.5 tonne capacity each 250
7996 Factory made EPS light weight composite sandwitched wall/ roof panel (50mm thick) having core material of EPS granule balls/beads (conforming to IS 4671:1984 and shall have density not less than 15kg per cum). The outer face on both sides of the panels will be non asbestos fiber cement board confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each.    
7997 Factory made EPS light weight composite sandwitched wall/ roof panel (60mm thick)  having core material of EPS granule balls/beads (conforming to IS 4671:1984 and shall have density not less than 15kg per cum). The outer face on both sides of the panels  will  be  non  asbestos  fiber  cement  board  confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each sqm 845
7998 Factory made EPS light weight composite sandwitched wall/ roof panel (75mm thick) having core material of EPS granule balls/beads (conforming to IS 4671:1984 and shall have density not less than 15kg per cum). The outer face on both sides of the panels  will  be  non  asbestos  fiber  cement  board  confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each sqm 1047
7999 Factory made EPS light weight composite sandwitched wall/ roof panel (90mm thick) having core material of EPS granule balls/beads (conforming to IS 4671:1984 and shall have density not less than 15kg per cum). The outer face on both sides of the panels  will  be  non  asbestos  fiber  cement  board  confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each sqm 1268
8000 Factory made EPS light weight composite sandwitched wall/ roof panel (100mm thick) having core material of EPS granule balls/beads (conforming to IS 4671:1984 and shall have density not less than 15kg per cum). The outer face on both sides of the panels  will  be  non  asbestos  fiber  cement  board  confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each sqm 1512
8013 Factory made EPS Core wallpanel /roof panel sandwiched be- tween two Engineered welded wire fabric mesh of 3 mm dia G.I. wire mesh,with 50 mm pitch in both the directions, kept at 120- 135 mm gap  and interconnected by the zig zag G.I. wire of 3 mm dia at alternate row by welding. sqm 1650
8015 Expanded poly ethylene Foam sheet 4mm thick of Density 40kg/m3 sqm 18
8016 High Density expanded poly ethylene (EPE)  Foam 1mm thick sqm 8.5
8019 GI sheet 0.8 mm thick confirming to IS 277:1992 kg 75
8020 Factory made EPS Core wall panel /roof panel sandwiched be- tween two Engineered welded wire fabric mesh of 3 mm dia G.I. wire mesh, with 50 mm pitch in both the directions, connected by G.I. wire of 3mm dia at alternate row by welding sqm 600
8021 Bamboo wood Tile Flooring 14mm thick of minimum size 1800mm x130mm sqm 3470
8022 Bamboo wood Quarter Round 18mm thick of size 1900mm x 18mm metre 112
8023 Bamboo wood door reducer 14mm thick of size 1900mm x 44mm metre 255
8024 Bamboo wood Skirting 14mm thick  of Size 1900mm  x 85mm metre 300
8025 Bamboo wood Tile Wall Cladding 10mm thick of size 1900mm x 135mm sqm 3385
8026 Bamboo wood T-mold 14mm thick of size 1900mm x 44mm metre 250
8027 Bamboo wood Threshold 14mm thick of size 1900mm x 44mm metre 255
8028 Bamboo wood shutter of doors 10 cudm 1700
8029 Bamboo wood panelling (10mm thick) 10 cudm 1680
8030 Superior class Bamboo wood door frame 65 mm thick, 10 cudm 1675
8031 Aluminium sheets  Grade 5052, 4 mm thick for wall panel/deck panel/WRB panel/Kicker Panels/door closing panels ( for form work) sqm 8500
8032 Aluminium sheets  Grade 5052, 4 mm thick for  Internal Corner/ Column Corners/ ( for form work) sqm 11500
8033 Aluminium sheets  Grade 5052, 4 mm thick for  Mid Soldier/End soldier (for form work) sqm 32000
  Accessories for aluminium form work    
8034 External corner 2050 mm each 1400
8035 External corner 825 mm each 590
8036 soldier tie 370mm each 290
8037 Adjustable prop-2.0 x2.0 m each 1080
8038 Pin-50 each 15
8039 Pin-127 each 55
8040 wedge each 14
8041 wall tie-150 (355 mm ) each 45
8042 Polythene Sleeve 90 x 150mm each 3
8043 Polythene Roll - 150mm Long. each 6
8044 Vertical Soldier -1100mm each 365
8045 Wall Attached Bracket 600x1000mm each 985
8046 Allignment Pipe - 3.00 Mtr. each 995
8047 Allignment Bracket each 475
8048 Tie Rod for Bracket - 500mm each 115
8049 Anchor Wing Nut Ø100 mm each 64
8050 Debit Pin - 250mm each 60
8051 PVC Pipe Ø20mm - 150mm long each 5
8052 PVC Cone each 5
8053 Bolt+Nut - 16 x 80 mm each 30
8054 Flat Washer Ø16, 3mm thik each 5
8055 Bolt+Nut - 16 x 30 mm each 18
8056 Door spacer 45x45x5-1135mm Long each 360
8057 Door spacer 45x45x5-1135mm Long each 315
8144 Bamboo Mat corrugated sheets 3.5 to 4mm thick conforming to IS 15476:2004 sqm 2648
8145 Bamboo Mat Ridge cap 3.5 to 4mm thick conforming to IS 15476:2004 metre 2570
8146 3mm thick Bamboo Mat Board conforming to IS 13958:1994 sqm 1508
8147 4mm thick Bamboo Mat Board conforming to IS 13958:1994 sqm 1738
8148 6mm thick Bamboo Mat Board conforming to IS 13958:1994 sqm 2098
8149 9mm thick Bamboo Mat Board conforming to IS 13958:1994 sqm 2688
8150 12mm thick Bamboo Mat Board conforming to IS 13958:1994 sqm 3115
8210 Stainless steel screws 50 mm 100 Nos 270
8211 Stainless steel screws 40 mm 100 Nos 215
8212 Stainless steel screws 30 mm 100 Nos 190
8214 Stainless steel screws 20 mm 100 Nos 125
8215 Stainless steel butt hinges 125x64x1.9 mm IS : 12817 marked 10 Nos 265
8216 Stainless steel butt hinges 100x58x1.9 mm IS : 12817 marked 10 Nos 235
8217 Stainless steel butt hinges 75x47x1.8 mm IS : 12817 marked 10 Nos 160
8218 Stainless steel butt hinges 50x37x1.5 mm IS : 12817 marked 10 Nos 135
8226 Concealed zinc coated hinges 19-20 mm thick with mounting plate 10 Nos 420
8514 40 mm long S.S screws with plastic rawl plugs 100 40
8515 Galavanised MS 8 mm outer diameter M-6 dash fastener 50mm long each 31
8516 ZMB 60/equivalent kg 105
8517 ZMB thinner litre 205
8518 Zycoprime / equivalent litre 210
8519 Zycosil / equivalent litre 1800
8520 Elastobar / equivalent kg 300
8552 Mineral fibre beveled tegular edged ceiling tiles 595 x595mm, 16 mm thick sqm 830
8553 Mineral fibre beveled tegular edged ceiling tiles 595 x595mm, 16 mm thick with bio-block conforming to ISO 5 (class 100) specifications. sqm 920
8554 Mineral fiber beveled tegular edged ceiling tiles 595 x595mm, 20 mm thick. sqm 1040
8555 G.I main runner 15 x32 mm of 3000 mm length, 0.33 mm thick each 185
8556 G.I cross-T 15 x32 mm of 1200 mm length, 0.33 mm thick each 78
8557 G.I cross-T 15 x32 mm of 600 mm length, 0.33 mm thick each 35
8558 G.I hanger rod 6mm dia fully threaded upto 1000 mm length each 26
8559 Stainless steel U Channel of size (50x25x2mm) metre 160
8560 Non staining water resistant  clear silicon metre 65
8561 Extruded polystyrene rigid insulation board 50 mm thick sqm 525
8562 Expanded Polystyrene insulation board 120 mm thick confirm- ing to IS 4671-1984, Fire retardant property self-extinguishing type as per EN 13501-1 sqm 800
8563 15 mm thick, light weight, integral densified micro look edged,false ceiling tiles of size 595x595 mm. sqm 720
8564 15 mm thick, light weight,fully perforated square/butt edge  inte gral densified,false ceiling tiles of size 595x595 mm. sqm 900
8565 Galavanised MS hanger rod 6 mm dia MS fully threaded up to 1000mm length each 26
8566 Powder coated steel section main-T ceiling sections 15x42x0.40 mm (3000 mm long) each 235
8567 Galvanized mild steel perimeter wall angle 22x19x0.40 mm (3000mm long) each 115
8568 Powder coated Galvanised Iron intermediate cross-T section 15x42x0.40 mm (1200 mm long) each 95
8569 Powder coated Galvanized Iron intermediate cross-T section 15x42x0.40mm (600 mm long ) each 47
8570 GI Main T ceiling section 30x25x0.3 mm (3 metre long) each 187
8571 GI Perimeter wall angle 25x25x0.4 mm (3 metre long) each 157
8572 GI Intermediate cross T section 25x25x0.3 mm (1.2 metre long) each 72
8573 GI Intermediate cross T section 25x25x0.3 mm (0.6 metre long) each 34
8579 Cold form light gauge Steel  C-section of thickness 0.75mm i/c zink coating/sliting etc. kg 130
8580 Wastage of cold form light gauge steel kg 17
8581 12 mm thick micro tegular edged semi perforated GRG (Glass Fibre Reinforced Gypsum) false celing tiles of Size 595x595 mm sqm 510
8582 12 mm thick micro tegular edged fully perforated GRG (Glass Fibre Reinforced Gypsum) false celing tiles of Size 595x595 mm sqm 600
8583 10 mm thick square edge fully perforated GRG(Glass Fibre Re inforced Gypsum) false celing tiles  of Size 595x595 mm sqm 750
8587 Galvanized iron intermediate cross-T section 15x32x0.33 mm (600mm long) each 35
8588 Galavanised MS hanger rod 6mm dia MS fully threaded up to 1000mm length each 26
8589 Calcium Silicate tegular edged celling tiles 595x595 mm and 15 mm thick on edges sqm 685
8590 Galvanised Steel main Tee ceiling section Size 24x38x0.33 mm (3 metre long) each 120
8591 Galvanised Steel perimeter wall Angle Size 24 x 24 x 0.40 mm (3.00 metre long) each 65
8592 Galvanised Steel intermediate cross T section Size 24 x 25 x 0.33mm (1.2 metre long) each 40
8593 Galvanised Steel intermediate cross T section Size 24 x 25 x 0.33mm (0.6 metre long) each 20
8594 Galvanised Steel soffit cleat size 25x35x1.60 mm each 4
8595 Wooden screws with plastic rawl plugs 35x8 mm each 1
8596 Galvanised MS 8mm outer diameter M-6 dash fastener 25mm long each 32
8597 GI Metal Tile Clip in Plain Beveled edge global white colour tiles of size 600x600 mm and 0.5 mm thick sqm 677
8598 GI Metal Tile Clip in Perforated Beveled edge global white colour tiles of size 600x600 mm and 0.5 mm thick sqm 782
8604 Spring T-section 24x34x0.45 mm (3.00 meter long) metre 190
8605 C Wall angle section 20x30x20x0.50 mm (3.00 meter long) metre 95
8606 Main C Carrier Size 10x38x10x0.70 mm (3.00 meter long) metre 115
8607 Spring T-connector each 5
8608 C Carrier Connector each 11
8609 C Suspension Clip each 8
8610 Wire Coupling Clip each 9
8611 Main T ceiling sections 24x38x0.3 mm (3 metre long) each 115
8612 Perimeter wall angle 24 x 24 x 0.3 mm (3 metre long) each 80
8613 Intermediate cross T-Section 24x25x0.3 mm (1.2 m long) each 35
8614 Intermediate cross T-Section 24x25x0.3 mm (0.6 m long) each 17
8615 Hanger rod 4 mm thick each 8
8616 Adjustment clip 85x30x0.8 mm each 5
8617 Soffit cleat (Size 27x37x25x1.60 mm) each 4
8618 Dash fastener 6 mm dia 50 mm long each 8
8619 Galavanised MS  L-shape level adjuster of size 85x25x2 mm each 15
8658 Precast C&D waste concrete block 1000 Nos 25150
8659 Water proof ply 12 mm thick sqm 517
8684 White sand stone gang saw cut 30 mm thick sqm 560
8761 Scaffolding net made of high density polyethylene UV stabilized having density 100gm/ sqm. sqm 21.5
8956 Bi-Axial Extruded GeoGrids of Minimum  Tensile Strength 15 kN/m in the longitudinal and transverse direction sqm 100
8957 Bi-Axial Extruded GeoGrids of Minimum Tensile Strength 20kN/m in the longitudinal and transverse direction sqm 115
8958 Bi-Axial Extruded GeoGrids of Minimum Tensile Strength 30kN/m in the longitudinal and transverse direction sqm 185
8959 Bi-Axial Extruded GeoGrids of Minimum Tensile Strength 40kN/m in the longitudinal and transverse direction sqm 275
8960 Geosynthetic Drainage with  two filtering nonwoven geotextiles having a “W” configuration as longitudinal parallel channels. Mini- mum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm having pores of 150 micron and tensile strength of 8.0 kN/m and having plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure,tensile strength of 18 kN/m , with mass per unit area of 740 gsm. sqm 530
8961 Geosynthetic Drainage Composite having thermobonding a drain- ing core - HDPE geonet comprises of two sets of parallel overlayed ribs integrally connected to have a rhomboidal shape  with a polyethylene film and a nonwoven geotextile  having mass per unit area 130 g/m2 and tensile strength of 8.0 kN/m  having in plane flow capacity of 0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 13.5 kN/m , with mass per unit area of 830 gsm, sqm 630
8962 Synthetic Geogrid having Ultimate tensile strength- 100 kN/m sqm 220
8963 Synthetic Geogrid  Ultimate tensile strength- 150 kN/m sqm 230
8964 Synthetic Geogrid  Ultimate tensile strength- 200 kN/m sqm 320
8965 Synthetic Geogrid  Ultimate tensile strength- 250 kN/m sqm 355
8966 Synthetic Geogrid Ultimate tensile strength- 300kN/m sqm 365
8967 Synthetic Geogrid Ultimate tensile strength- 350kN/m sqm 370
8968 Synthetic Geogrid Ultimate tensile strength- 400kN/m sqm 475
8969 Synthetic Geogrid  Ultimate tensile strength- 500kN/m sqm 535
8970 Synthetic Geogrid Ultimate tensile strength- 600kN/m sqm 550
8971 Synthetic Geogrid Ultimate tensile strength- 700kN/m sqm 685
8972 Synthetic Geogrid Ultimate tensile strength- 800kN/m sqm 750
8973 Synthetic Geogrid Ultimate tensile strength- 900kN/m sqm 900
8974 Synthetic Geogrid  Ultimate tensile strength- 1000kN/m sqm 1025
8975 Synthetic Geogrid Ultimate tensile strength- 1100kN/m sqm 1000
8976 Synthetic Geogrid Ultimate tensile strength- 1200kN/m sqm 1088
8977 Aluminium profile industrial troughed sheet of Alloy 31500/31000/ 40800, conforming to IS 1254, IS 737, IS 2676, 0.71 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm. sqm 600
8978 Aluminium profile industrial troughed sheet of Alloy 31500/31000/ 40800, conforming to IS 1254, IS 737, IS 2676, 0.91 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm. sqm 785
9977 Carriage L.S. 2
9988 Carriage and sundries L.S. 2
9999 Sundries L.S. 2

NEW TECHNOLOGIES AND MATERIALS

Code Description Unit Rate
No.      
26.1 Providing & fixing in position Phenol bonded Bamboowood flooring with planks of sizes 14mm thick, 1800mm length (minimum) and 130 mm wide(minimum),  in approved colour, texture  and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC). The flooring shall be fixed with tongue and groove interlocking system, with underlayment of 4mm thick expanded polyethylene foam sheets having density 40kg/cum, over prepared surface with necessary quarter round planks of size 1900mm x 18mm and door reducer of size 1900mm x 44mm, wherever required. The bamboowood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge. sqm 5279.1
26.2 Providing & fixing in position Phenol bonded Bamboowood in wall skirting with planks of sizes 14mm thick, 1900mm length (minimum) and 85mm wide(minimum), in approved colour, texture  and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC). The skirting shall be fixed with SS screws & rawl plugs, over underlayment of 4mm thick, expanded polyethylene foam sheets having  40kg/cum density over prepared surface. The bamboowood planks shall have minimum density of 1000Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating,  all complete as per  direction of  the Engineer in-charge. sqm 5162.8
26.3 Providing & fixing in position Phenol bonded Bamboowood   wall cladding at all height with planks of sizes 10mm thick, 1800mm length (minimum) and 130 mm wide (minimum), in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued  by  Building  Materials  &  Technology  Promotion  Council (BMTPC), with necesasary profiled edges fixed with 40mm SS screws 5 nos in each tile to frame work made of second class teak wood of size 20x15 mm in centre of each tile and  bottom and top of work height, 40x15mm placed at ends of each tile. The cladding shall be laid over backlayment of 1.00 mm thick expanded polyethylene foam of density 40kg/cum in two layers, first layer on wall surface before fixing wooden frame and second layer on frame under cladding. The bamboowood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge. sqm 5559.4
26.4 Providing & fixing in position Phenol bonded Bamboowood panelled or panelled and glazed shutters for doors windows, clerestorey windows with pre-molded 30mm thick planks, in approved colours, texture & finishe. It shall have 10mm wide, 25mm deep grove to fit in panels.The bamboo wood shall have minimum density of 1000 Kg/ cum, minimum Hardness 1000 Kgf. All styles and rails shall have profiled interlocking system locked in place by bamboo pins, all complete as per direction of Engineer in charge. (The panelling will be paid for separately). sqm 5460.3
26.5 Providing & fixing in position Phenol bonded Bamboowood panelling of 10mm thick, in 25 to 40 mm thick panelled or panelled & glazed shutters for doors, windows, clerestorey windows, in approved colour, texture  & finish. The bamboowood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. The panels shall have profiled interlocking system locked in place with bamboo pins all complete as per direction of the Engineer in-charge. (area of opening for panel inserts excluding portion inside grooves or rebates to be measured) sqm 3561.7
26.6 Providing & fixing in position 65 mm thick factory made door frame of Phenol bonded Bamboo wood (superior class, interior use),   in approved colour, texture and finish.The bamboo wood shall have minimum density of 1000 Kg/cum, minimum hardness 1000 Kgf. The door frame shall have tenon & mortise interlocking system, to be fixed to the wall with 100 mm size G.I screws all a complete as per direction of Engineer-in charge. cudm 254
26.6A Providing, erecting, laying and fixing in position in 3.5 to 4 mm thick bamboo mat corrugated sheet (BMCS) as per IS: 15476-2004 in roofing with self drilling screws along with EPDM washers complete or with galvanized iron J or L hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per direction of Engineer-in-Charge. sqm 5128.9
26.6B Providing and fixing in position ridges of 3.5 to 4 mm thick bamboo mat ridge cap (BMRC) as per IS: 15476-2004 in roofing with self drilling screws along with EPDM washers complete or with galvanized iron J or L hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per direction of Engineer- in-Charge. metre 4147.3
26.6C Providing and fixing at all height false ceiling of 4mm thick phenol bonded Bamboo Mat board (595x595mm) conforming to IS:13958-1994 including providing and fixing of frame work made of GI angle 25x25x0.4 mm thick all around suitably fixed to  wall  with  the  help  of  dash  fastener  and  hanger  frame (600x600 c/c) made GI slotted Tee having powder coating on bottom side (30x25x0.3 mm thick for main member & 25x25x0.3 mm for cross member) connected to ceiling with 2.64mm GI wire and anchor fastener at every junction and also including cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed all complete as per direction of Engineer-in-charge. sqm 3271.8
26.6D Providing and fixing at Bamboo Mat board conforming to IS:13958- 1994 for partition to frame by bucking or studding with screws etc. complete (Frames, backing or studding to be paid separately)    
26.6D.1  3mm thickness sqm 2396.2
26.6D.2  4mm thickness sqm 2741.3
26.6D.3  6mm thickness sqm 3269
26.6D.4   9mm thickness sqm 4141.8
26.6D.5 12mm thickness sqm 4763.7
26.6E Providing and fixing at all height wall panelling with phenol bonded Bamboo Mat board conforming to IS:13958-1994 including providing and fixing to frame work made of 50mm x 50mm hardwood plugs including cutting brick work and fixing in cement mortar and making good the wall etc. and also providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws all complete as per direction of Engineer-in-Charge.    
26.6E. 1 9mm thickness sqm 4443.7
26.6E.2 12mm thickness sqm 5066.55 
26.7 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size between cavity wall, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of > 350 kPa listed as per ASTM D 1621, density of 34-36 kg/m³ as per ASTM D 1622, water absorptions < 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardent property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the direction of Engineer- in-Charge. 807.20  sqm 807.20 
26.8 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size underdeck on ceiling surface, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of > 350 kPa listed as per ASTM D 1621, density of 34-36 kg/cum as per ASTM D 1622, water absorptions <  1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardent property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the direction of Engineer-in-Charge. sqm 871.20 
26.9 Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet frame (45 x 20 mm) of approved shade, quality and make. The profile shall be laminated on both sides, made from rigid foam sheets (Single extruded) having density 600 Kg/cum and the exposed edges sealed with PVC edge beading of same shade and colour. The frame shall be fire retardent  with necessary screw holding capacity. Frame shall be fixed to wall using Expendable Fastner with necesary stainless steel screws, all complete as per direction of Engineer-in-charge. metre 377.00 
26.1 Providing and fixing factory made  Kitchen Cabinet Shutter/Partition 20 mm nominal thickness of approved shade, quality and make, made from rigid foam sheets (Single extruded) having density 600 Kg/cum and laminated on both side by laminate Sheet/PVC foil lamination. The exposed edges shall be sealed with PVC edge beading of same shade and colour. The shutter shall be fire retardent having necessary screw holding capacity.  Shutter shall be fixed to frame using  approved hinges with necessary stainless steel screws, all complete as per direction of Engineer-in-charge. sqm 4535.30 
26.11 Providing and fixing concealed hinge of approved quality for 19-20mm thick door with stainless steel screws complete : each 105.25 
26.12 Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH SPECIFICATION  for base/sub-base reinforcement having minimum tensile strength 15kN/m in the longitudinal and transverse direction, with 5kN/m and 7kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with 38mm X 38mm mesh opening. sqm 171.35 
26.13 Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 20kN/m in the longitudinal and transverse direction, with 7kN/m and 14kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with 38mm X 38mm mesh opening. sqm 193.45 
26.14 Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH SPECIFICATION  for base/sub-base reinforcement having minimum tensile strength 30kN/m in the longitudinal and transverse direction, with 10.5kN/m and 21kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with 38mm X 38mm mesh opening. sqm 296.45 
26.15 Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH SPECIFICATION  for base/sub-base reinforcement having minimum tensile strength 40kN/m in the longitudinal and transverse direction, with 14kN/m and 28kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with 38mm X 38mm mesh opening. sqm 428.90 
26.16 Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (090) of 110 micron and tensile strength of 8.0 KN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge. sqm 804.2
26.17 Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. having thermobonding a draining core - HDPE geonet comprises of two sets of parallel overlayed ribs integrally connected to have a rhomboidal shape with a polyethylene film and a nonwoven geotextile  having mass per unit area 130 gsm  and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 13.5 kN/m , with mass per unit area of 830 gsm, at easily  accessible  location including top and bottom, with all leads and lifts, manpower and machinery,  materials, labour etc. complete and  as  directed  by Engineer - In - Charge. sqm 951.35 
26.18 Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with Minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain .    
26.18.1  Ultimate tensile strength- 100 kN/m sqm 347.95 
26.18.2   Ultimate tensile strength- 150 kN/m sqm 362.70 
26.18.3  Ultimate tensile strength- 200 kN/m sqm sqm 495.15 
26.18.4  Ultimate tensile strength- 250 kN/m sqm sqm 546.65 
26.18.5  Ultimate tensile strength- 300 kN/m sqm sqm 561.35 
26.18.6  Ultimate tensile strength- 350 kN/m sqm sqm 568.70 
26.18.7  Ultimate tensile strength- 400 kN/m sqm sqm 723.25 
26.18.8 Ultimate tensile strength- 500 kN/m sqm sqm 811.55 
26.18.9  Ultimate tensile strength- 600 kN/m sqm sqm 833.65 
26.18.10  Ultimate tensile strength- 700 kN/m sqm sqm 1032.30 
26.18.11  Ultimate tensile strength- 800 kN/m sqm sqm 1128.00 
26.18.12  Ultimate tensile strength- 900 kN/m sqm sqm 1348.8
26.18.13  Ultimate tensile strength- 1000 kN/m sqm sqm 1532.7
26.18.14 Ultimate tensile strength- 1100 kN/m sqm sqm 1495.90 
26.18.15 Ultimate tensile strength- 1200 kN/m sqm 1625.40 
26.19 Providing at all heights, levels and locations Aluminium profile industrial troughed sheet of Alloy 31500/31000/40800, conforming to IS 1254, IS 737, IS 2676. The sheet shall be fixed using self drilling/ self tapping SS screws of size 5.5x65 mm with EPDM seal complete upto required pitch in horizontal, vertical or curved surfaces i/c cutting to size and shape where required as per specifications, detail drawings and direction of Engineer-in-Charge. The rate shall be inclusive of all screws, seal, ridge, labour, scaffolding, machinery for fixing and approved sealent where required etc. but excluding the cost of purlins, rafters and trusses.    
26.19.1 0.71 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm. sqm 976.05 
26.19.2 0.91 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm. sqm 1239.6
26.2 Item Shifted to Sub Head 14 as Item no 14.93    
26.21 Item Shifted to Sub Head 14 as Item no 14.94     
26.22 Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991,in true horizontal level suspended on interlocking metal  T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of  main-T  runners of size 24x38 mm of length 3000 mm, cross - T of size 24x32 mm of length 1200 mm and  secondary intermediate cross-T  of size 24x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.     
26.22.1 With 15 mm thick tegular edged light weight calcium silicate false ceiling tiles. sqm 1688.80 
26.23 Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991,  in true horizontal level suspended on interlocking metal powder coated  T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette profile,rotary stiched double webbed white with 6mm reveal profile (white/black),comprising of main-T  runners of size 15x42mm of length 3000 mm, cross - T of size 15x42 mm of length 1200 mm and secondary intermediate crossT  of size 15x42 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm)  i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.     
26.23.1 With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles sqm 1952.70 
26.24 Providing and fixing in position wall panelling at all heights with integral densified calcium silicate panels/tiles of size 595 x 595mm, having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity <0.043 W/m K as per ASTM 518:1991, comprising of a frame made from especially fabricated galvanised mild steel sheet 0.50 mm thick pressed section (galvanizing @120 grams per sqm including both sides) i.e.vertical studs of size 48 x 34 x 36 mm are placed at 600mm center to center in a floor and ceiling channel  section of size 50 x 32m fixed to the floor and soffit at 600mm centers using 12mm dia,50mm long wedge type expanded zinc alloy dash fastner with 10mm bolt. This same channel is then to be fixed in horiziontal direction at 600mm center to center so as to form a grid of 600mm x 600mm. Glasswool of 50mm thickness is then to be inserted in the slots and finally  calcium silicate non combustible panels/tiles are to be screw fixed with self tapping pan head nickel coated mild steel screws of size 13 x 3.2mm on to this grid leaving an even groove of 1 mm between the panels. The joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate based compound and fiber joint tape roll 50mm wide  (90 metre )roll and two coats of primer suitable for panelling as per manufacturer’s specification as per direction of Engineer-in-Charge all complete.     
26.24.1 With 15 mm thick  fully perforated square/butt edge light weight calcium silicate panels/ tiles sqm 2736.80 
26.25 Providing and fixing 15 mm thick  false ceiling tiles  at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991,in true horizontal level on the existing frame work consisting of T-sections and Lsections suitably fixed according to tile size as per direction of Engineer-in-charge.   sqm 1379.1
26.26 Providing & fixing false ceiling at all heights with  GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid  in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of  main-T  runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and  secondary intermediate cross-T  of size 15x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm)  i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.     
26.26.1 With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. sqm 1572.85 
26.26.2 With fully perforated 12 mm thick micro tegular edged or 10 mm thick square edged GRG false ceiling tiles. sqm 1699.30 
  26.27 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance > 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm  thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick  sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-incharge.    
26.27.1 With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6 sqm sqm 2000.85 
26.27.2 With 20 mm thick beveled tegular mineral fibre false ceiling  tile (NRC 0.7) sqm 2296.85 
26.27.3 With 16 mm thick beveled tegular mineral fibre  Antimicrobial false ceiling tile confirming to ISO 5 (class 100 ) specifications sqm 2128.25    
REPAIR AND REHABILITATION ITEMS
26.28 Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or  of approved make  including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge     
26.28.1 75mm average thickness sqm 287.10 
26.28.2 50mm average thickness sqm 194.60 
26.28.3 25 mm average thickness sqm 96.50 
26.29 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free  steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.    
26.29.1 Bars upto 12 mm diameter metre 5.90 
26.29.2 Bars above 12 mm diameter metre 11.80 
26.3 Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.    
26.30.1 Upto and including 12mm dia. 1 each 13.05 i
26.31 Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per  specifications and direction of Engineer-In-charge complete in all respect.     
26.31.1 SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer sqm 117.30 
26.31.2 Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make sqm 388.50 
26.32 Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used)  as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).     
26.32.1 12 mm average thickness. sqm 304.1
26.32.2 25 mm average thickness in 2 layers. sqm 471
26.32.3 50 mm average thickness in 3 layers. sqm 942.00 
26.33 Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having  minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness. Note: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved SuperPlasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument)     
26.33.1 50mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 539.90 
26.33.2 75mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 809.80 
26.34 Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member. Note: Rates shall be for finished surface area of concrete and shall include the cost of making holes in existing RCC slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved Super-Plasticiser for rendering concrete as flowable self compacting  and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument)     
26.34.1 50mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 539.90 
26.34.2 75mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 809.80 
26.34.3 100mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 1079.75    
26.35 Providing and injecting approved grout in  proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-inCharge. (The payment shall be made on the basis of actual weight of approved grout injected.)     
26.35.1 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work kg 97.30 
26.35.2 Stirrer mixed SBR Polymer (of approved make) modified Cement slurry  made with Shrinkage Compensating Cement  in concrete/RCC work. kg 101.55 
26.35.3 Epoxy injection grout in concrete/RCC work of approved make kg 792.30 
26.36 Providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the Engineer-in-charge.    
26.36.1 Wooven PVC cloth sqm 45.50 
26.37 Cleaning of exposed concrete surface of  sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. sqm 289.90 
26.38 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin-Charge Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument.      
26.38.1 25mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 635.65 
26.38.2 50mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 1009.70 
26.38.3 75mm thick in Grade M 25 with cement content not less than 330 kg per cum sqm 1445.30 
26.39 Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge.  each 191.20 
26.4 Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. sqm 801.7
26.41 Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 8001984 and IS:801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revit architecture-2011 or equivalent.  Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be  supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing  arrangement at site as described above. kg 217.5
26.42 Providing and fixing of external wall system on Light gauge steel frame work with . Outer face having 6mm thick heavy duty fiber cement board fixed on 9mm thick heavy duty fiber cement board confirming to IS 14862:2000, category IV type A (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be maintained and groves shall be sealed with silicon based sealant. The board shall be fixed in a staggered pattern.Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm and internal face 12.5mm thick gypsum plaster board fixed on 8mm thick fiber cement board confirming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately). sqm 3418.95 
26.43 Providing and fixing internal wall panels on Light gauge steel frame work with 12.5mm thick gypsum plaster board conforming IS 2095:2011 fixed on 8mm thick fiber cement board conforming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm.  Proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately) sqm 2118.95 
26.44 Providing and fixing in all exterior face panels breathable vapour barrier underneath the cement fiber board as per National Building Code 2009 complete as per direction of Engineer-in-charge. sqm 293.95 
26.45 Supplying and installation of moisture resistant/fire resistant 6 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with self-drilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. sqm 1179.3
26.46 Providing and fixing in position, 200 mm thick factory made Expanded Polystyrene Core (EPS Core) wall panels consisting of EPS core sandwiched between two Engineered sheets of welded wire fabric mesh duly finished with shortcrete materials on outer faces. The fabric mesh shall be made of 3 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both faces of the wall, kept at 120-135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at alternate row by welding (at an angle ranging from 50-70 degree) . The EPS core shall consist of 100 mm thick EPS of density not less than 20 kg/ per cum. Both the outer faces of the panel shall be finished by applying the layer of 50 mm thick cement mortar 1:3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} À with the help of shotcreting/guniting equipment etc at a pressure not less than 1 bar (100Kn/m2) and both surfaces finished with trowel. Fixing operations of wall panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge. sqm  
26.47 Providing and fixing in position, 230mm thick factory made Expanded Polystyrene Core (EPS Core) roof/floor panels made of 3 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both faces of panel, kept at 120-135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at alternate row by welding (at an angle ranging from 50-70 degree). The EPS core shall consist of 100 mm thick EPS of density not less than 20kg/ per cum. The bottom side of the panel shall be finished by applying a layer of 60-65 mm thick cement mortar 1: 3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} À with the help of shotcreting equipment etc at a pressure of not less than 1 bar (100Kn/m2) and surface finished with trowel. The top face of the panel shall be provided and finished by applying 70-75 mm thick layer of cement concrete 1:1.5: 3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). Fixing operations of roof/floor panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge. sqm 4145
26.48 Providing and fixing of customized aluminium formwork for monolithic construction RCC members with a repetitive usage of 100 times using grade 5052 aluminium of panel sheets of minimum 4 mm thick and grade 6061 (Type-6) aluminium for extruded sections. The form work includes of beam components i.e. beam side panel, prop head for soffit beam, beams soffit panel, beam soffit bulk head and deck components i.e. deck panel, deck prop, prop length, deck mid, soffit length, deck beam bar and wall components i.e. wall panel, rocker, kiker and internal soffit corner, external soffit corner, external corner, internal corner etc. The panels are held in position by a simple pin and wedge system that passes through holes in the out side rib of each panel. The tolerance of finished panels to be (-1 mm), and shall conform to IS 14687-1999. Pins and wedges to be made of high grade mild steel, all complete as per direction of Engineer-in- charge. (Cost of RCC work shall be paid separately) in-charge sqm 202.45
26.49 Providing and fixing in position factory made EPS cement sandwich wall/roof/floor light weight solid core panels made of core material of EPS granule balls/beads (conforming to IS 4671:1984 and shall have density not less than 15kg per cum) adhesive, cement, sand, flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fiber cement board confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each. Panel shall be laid on 6mm thick cement mortar (1 cement: 2 fine sand) mixed with chemical adhesive of 0.5kg per 50kg of cement or shall be preferably fixed into ‘C’ channel made of 1.2mm thick MS plate screwed/fastenened to the slab/column/ beam etc. The panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-in-Charge (Cost of all the material is included except “C channel” which will be paid seperately).    
26.49.1 Non load bearing panels 50mm thick of required size sqm 1166.9
26.49.2 Non load bearing panels 60mm thick of required size sqm 1321
26.49.3 Non load bearing panels 75mm thick of required size sqm 1605.5
26.49.4 Non load bearing panels 90mm thick of required size sqm 1915.3
26.49.5 Non load bearing panels 100mm thick of required size sqm 2258.6
26.5 Providing and fixing in position factory made non asbestos fibre reinforced aerated cement sandwich wall/roof/floor light weight solid core panels made of light weight cement concrete core composed of OPC cement, pulverized flyash, quick lime, cotton pulp & Gypsum in mortar state mixed with aeration agent in a preset mould. The outer face on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000. These solid wall panels are installed using Galvanized iron steel tracks/C channel of 1mm thick of required sizes as recommended by manufacturer’s and fixed to floor and RCC soffit in plumb to each other with steel screw/ fasteners. The panel shall be fixed vertically with tongue & groove joint with cement based polymer modified jointing compound. The exposed surface finished with fibre mesh/glass fibre tape with polymer based jointing compound having superior flexibility. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-in-Charge (Cost of all the material is included except “tracks/C channel” which will be paid separately).    
26.50.1 Non load bearing panels 50mm thick of required size (minimum 4mm thick fibre cement board) sqm 1318
26.50.2 Non load bearing panels 75mm thick of required size (minimum 5mm thick fibre cement board) sqm 1535.7
26.51 Supplying of standard quality GFRG panel of 124 mm thickness with modular cavities purchased from GFRG panel manufacturing plant in the country, cut to required wall sizes and floor/ roof slab sizes in correct length and height, including cutting of door, window and ventilator opening as per the cutting drawing prepared by architects /design engineers for the construction of GFRG building and loaded in stillages for transportation to the construction site. Cost of panel includes security deposits, hire charges of stillages & jaws, cost of transportation in trucks/ lorries without any damages upto 300kms including all leads and lifts from GFRG manufacturing plant to construction site and unloading at site using suitable fork lift/ crane. (Payment shall be made on the basis of area of one side of panel without reduction of opening of door/ window / ventilator). For transportation above 300kms, additional charges to be paid. sqm 1305.6
26.52 Erection of GFRG Panels in walls in all floors using suitable crane as per instructions of Engineer-in-Charge, as per cutting drawings and structural drawings, in perfect line and plumb, above RCC plinth beam/GFRG panel below and provide necessary lateral/ slanting support to keep the wall panel in safe position, providing & tieing of Reinforcement as per structural drawings and applying a coat of water repellant coating Zycosil/equivalent or equivalent product (1 Zycosil/ equivalent compound :10 water ) to saturation level over RCC plinth beam to provide water proofing treatment to joint between wall panel & plinth beam as per the guide lines / instruction by the engineer in charge. (Cost of reinforcement, water proofing of walls and plinth beam/GFRG panel below joints and installation of door/ window frames before filling of concrete shall be paid separately). The rate quoted shall include making provision for laying of lintels, beams, sunshades, staircase beams, lofts, plumbing work, electrical conduits and any structural insertion etc., as per the drawing and direction of the engineer in charge. The payment shall be made based on the actual exposed area (one side only) of the panel.The work shall be carried out as per the Special Conditions For Glass Fibre Reinforced Gypsum (GFRG) Structures mentioned in NIT.Note: i) When cutting panel, “A” side is to be for outside or external surface of respective external wall and B side is to be for internal surface of wall ii)Erection of panel is to be with reference to both building plan & cutting drawing by following notational mark indicated in the cutting drawing as well as notional mark written on each panel cut as per cutting drawing sqm 266.55
26.53 Filling of empty cavities (as shown in the structural design drawing) with quarry dust mixed with 5% cement (by volume). After initial infill of 50 mm thick with M25 concrete at base/ bottom of cavities to seal off, infill wall panel cavities in 3 stages as detailed below, (i) 1st pour / infill to be limited to 0.3 to 0.50 m height from bottom of the panel.(ii) 2nd Pour/ infill: infilling shall be done only after 90 minutes interval between successive pours. The maximum height of infill shall be restricted to 1.5m height or up to the top level of door / window.(iii) 3rd pour/infill: After an interval of 90 minutes of second pour, infill or pour the balance height up to the bottom of embedded RCC tie beam. Pour enough water just required to dampen the dry mix enough to form cake form after each stage.(cost of laying M25 concrete shall be paid separately)(If any rain falls in between any stages of concrete pour, make sure to cover the panel top to prevent ingress of water or water falling into the cavities. In case of water collection over the concrete inside the panel, drill 10mm hole in GFRG panel immediately above concrete filled level to drain out water before pour/in-fill of balance concreting) cum 2346.2
26.54 Laying of GFRG panel as roof / floor slab panel and staircase panel using suitable crane as per instructions of Engineer-in-Charge, including providing support system with 25mm x 300mm-400 mm wide plywood, as runner with proper prop below proposed micro beams including sqm 285.15
  (a) Cutting of top flange of panel to 180 mm wide (leaving 25mm projection on either side) to provide RCC embedded micro beam as per cutting drawings and structural drawings.    
  (b) Reinforcement for micro beams and tie beams to be provided in position with proper anchorage as per structural drawings.    
  (c) Provision for Electrical cabling, fan hooks and laying of pipes for plumbing work.    
  (d) Concreting of Tie beam, micro beam and top of GFRG panels (50 mm thick) with M-25 cement concrete mix using coarse aggregate of size less than 20 mm including laying of 10 gauge 100x100 size weld mesh with 25 mm effective cover from the panel top.    
26.55 Supplying and fixing 10 Gauge weld mesh of size 100mm x100 mm for floor/roof slab concrete screed over the micro beams as reinforcement. The weld mesh shall be fixed as per drawing. sqm 233.7
26.56 Application of ZMB 60/equivalent solution (100 Kg ZMB 60/ equivalent, 1 litre ZMB Nano Thinner, 20 litre water & 1 Litre Zycoprime/equivalent = 122 litre/kg) over already applied coat of Zycosil/equivalent & Zycoprime/equivalent solution on the top of all the RCC plinth beams by brush/spray coat before erection of GFRG over RCC plinth beams in GF. In the case of upper floors 150 mm wide on floor slab for all the external walls, bath/toilet/wet areas (3 hrs drying time) before erection of wall panel on upper floors including erection of parapet wall. sqm 286
26.57 After erection of GFRG wall panels, seal all GFRG wall joints with paper tape temporarily. Water proofing treatment of vertical joints with Zycosil/equivalent water proofing Solution (1 litre of Zycosil/equivalent & 20 litres of water stirred first & 2 litres of Zycoprime/equivalent added and stirred (total 23 litres)) with 50 ml syringe till the gap and in filled concrete is completely saturated. After removing the paper seal, seal off the vertical joints with water proofing material “Grout RW/ equivalent “ (Sealing cost excluded.) metre 81.25
26.58 Filling of joints between RCC plinth beam / floor slab and wall panel of external walls, toilet / bath room / wet areas walls on all floor and parapet wall over roof slab, stair case head room at the time of erection of GFRG panels with Grout RW/ equivalent sealant compound after the erection of panel before the infill of concrete in panel cavities and fine finish. This applies for all horizontal and vertical joints between GFRG wall and slab panels. metre 39.6
26.59 Water proofing treatment of Vertical joints (of external side and internal side) between door frame, window & ventilator frames (on all four sides) of outer wall over the Zycosil/ equivalent & Zycoprime/equivalent solution already applied (before the installation of door / window / ventilator frames in position) and fine finish with Grout RW/equivalent. metre 40.4
26.6 Water proofing treatment of RCC sunshade with Zycosil/ equivalent water proofing Solution (1 litre of Zycosil/equivalent & 20 litres of water stirred first & 2 litres of Zycoprime/equivalent added and stirred (total 23 litres)) till it meets the saturation level and testing as per RILEM or by water drops test in which water drops do not absorb but drops remain or rolls. sqm 131.5
26.61 In-filling / sealing of joint between RCC lintel cum sunshade and wall (on external side) in all floors by pushing in Grout RW/equivalent in paste form and coving 20 mm x 20 mm after applying a coat of Zycosil/equivalent & zycoprime/equivalent solution before cement plastering of top, bottom and sides of RCC sunshade. metre 40.4
26.62 Designing, Providing, installing and fixing factory finished customed design pregalvanized high tensile steel joists manufactured from G350 Z275 confirming to IS:277-1992, minimum coating of galvanizing 275 gm/sqm, minimum yield stress 35 MPa & minimum tensile strength of 380 MPa placed 1.23 metre apart to support the load of slab etc as per the design & directions of Engineer-in-Charge. kg 139.65
26.63 Providing and fixing special adjustable lockbars of mild steel E-250 to support the temporary plywood for work between joists during construction as per design & directions of the Engineerin-charge. kg 20.55
26.64 Centering and shuttering with 12mm thick shuttering plywood confirming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars.    
26.64.1 Suspended floors, roofs, landings, balconies and access platform. sqm 87.95
26.65 Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). sqm 1451.7
26.66 Providing and fixing in position, 130 mm thick factory made Expanded Polystyrene Core (EPS Core) wall panels consisting of EPS core sandwiched between two Engineered sheets of welded wire fabric mesh duly finished with shortcrete materials on outer faces. The fabric mesh shall be made of 3 mm dia zinc coated G.I. wire mesh with 50 mm pitch in both the directions and on both faces of the wall and connected by GI wire of 3mm dia at alternate row by welding. The EPS core shall consist of 60 mm thick EPS of density not less than 16 kg/ per cum. Both the outer faces of the panel shall be finished by applying the layer of 35 mm thick cement mortar 1:3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} with the help of shotcreting/guniting equipment etc at a pressure not less than 1 bar (100KN/m2) and both surfaces finished with trowel. Fixing operations of wall panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineerin-charge. sqm 2318.9
26.67 Providing and fixing of external thermal insulation and composite system with First layer of self-extinguishing type Expanded Polystyrene (EPS) insulation boards of 120 mm thick ( max 1mX0.5m section), confirming to IS 4671:1984, having thermal conductivity of 0.034 W/mK, (measured as per IS 3346- 1980), density of 20-24 kg/m³ measured as per IS 5688-1982, Fire retardant property self-extinguishing type as per EN 13501- 1, bonded with special polymer modified cementitious adhesive confirming to EOTA ETAG 004 (European Technical Approval) formulated to bond polystyrene insulation boards to typical mineral substrate (according to ETAG 004) and Polypropylene mechanical fasteners with plastic pin confirming to EOTA ETAG 014 (European Technical Approval) having dia 10mm & L=200mm on finished level wall and the junction between two adjacent EPS boards to be sealed with low expansion moisture cure Polyurethane Foam. Second layer consists of Fiberglass mesh covered with alkali-resistant coating, mass per unit area > 145 gm/m2 , mesh size: 3.9x4.0 mm ±10% embedded in special polymer modified cementitious Base Coat with hydrophobes and the corners will be protected with Corner-beads with alkali-resistant mesh wings at least 10 cm wide, mesh mass per unit area min 145 gm/m2 . The surface will be levelled, finished, made smooth complete in all respect as per manufactures specification and as per directions of Engineer-in-Charge. sqm 3366.6
26.68 Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in foundation and plinth in:    
26.68.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 5808.3
26.69 Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level    
26.69.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7590.9
26.7 Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm thickness of grade M10 made of C&D waste from approved manufacturer in foundation and plinth in:    
26.70.1 Cement mortar 1:4(1 cement : 4 coarse sand) sqm 695.4
26.71 Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level:    
26.71.1 Cement mortar 1:4 (1 cement : 4 coarse sand) sqm 853.75
26.72 Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. sqm 748.6
  PREFAB/PRECAST TECHNOLOGY    
26.73 Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology informing to IS 10297- 1982 conforming to IS : 10297- 1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately).    
  Note : Excess/ less cement over the specified cement content used as per design mix is payable / recoverable separately    
26.73.1 Concrete Grade-M-40 (cement content 400 kg )    
26.73.1.1 100 mm thick hollow core slab metre 1152.3
26.73.1.2 120 mm thick hollow core slab metre 1348.5
26.73.1.3 150 mm thick hollow core slab metre 1642.8
26.73.1.4 200 mm thick hollow core slab metre 2003.8
26.73.1.5 250 mm thick hollow core slab metre 2461.9
26.73.1.6 300 mm thick hollow core slab metre 2920
26.73.1.7 350 mm thick hollow core slab metre 3378
26.73.1.8 400 mm thick hollow core slab metre 3836.1
26.73.2 Extra for using M-50 (Cement content 425 kg) instead of M-40    
26.73.2.1 100mm thick hollow core slab metre 17.3
26.73.2.2 120 mm thick hollow core slab metre 20.8
26.73.2.3 150 mm thick hollow core slab metre 25.95
26.73.2.4 200 mm thick hollow core slab metre 32.3
26.73.2.5 250 mm thick hollow core slab metre 40.4
26.73.2.6 300 mm thick hollow core slab metre 48.5
26.73.2.7 350 mm thick hollow core slab metre 56.55
26.73.2.8 400 mm thick hollow core slab metre 64.65
26.73.3 Extra for using M-60 (Cement content 440 kg) instead of M-40    
26.73.3.1 100mm thick hollow core slab metre 27.7
26.73.3.2 120 mm thick hollow core slab metre 33.2
26.73.3.3 150 mm thick hollow core slab metre 41.55
26.73.3.4 200 mm thick hollow core slab metre 51.7
26.73.3.5 250 mm thick hollow core slab metre 64.65
26.73.3.6 300 mm thick hollow core slab metre 77.6
26.73.3.7 350 mm thick hollow core slab metre 90.5
26.73.3.8 400 mm thick hollow core slab metre 103.45
26.74 Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/ holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-inCharge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately).    
26.74.1 Concrete grade M-35 (Cement content 370 kgs) cum 14555
26.74.2 Extra for using M-40 (Cement content 400 kg) instead of M-35 cum 230.9
26.74.3 Extra for using M-50 (Cement content 425 kg) instead of M-35 cum 423.3
26.74.4 Extra for using M-60 (Cement content 440 kg) instead of M-35 cum 538.75
26.75 Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing & destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in-charge. kg 144.55
26.76 Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading , unloading & stacking at site with the help of required capacity cranes.    
26.76.1 Lead within 15km MT 444.05
26.76.2 Add/Deduct over item 26.76.1 for every additional lead of 5 km MT 97.2
26.77 Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor.    
26.77.1 Prestressed hollow core Slab up to 200 mm thickness sqm 160.85
26.77.2 Prestressed hollow core slab above 200 mm up to 400 mm thickness sqm 277.15
26.77.3 Solid concrete wall elements cum 2147.6
26.78 Providing & Applying weather proof sealant on outer joints of approved make confirming to IS & directed by Engineer-incharge.    
26.78.1 Sealant 25mmx10mm at joints metre 137
26.79 Providing & Laying of levelling sim pads required sizes (5x5cm to 10x10cm) of PVC / Rubber to adjust level of bearing surface of supporting members as per the direction of Engineer in charge.    
26.79.1 2mm thick each 23.65
26.79.2 5 mm thick each 30.35
26.79.3 10 mm thick each 43.7
26.8 Providing & Grouting of dowel tubes / Shear keys / Joints of precast members with M-60 grade cementitious grout (Non Shrink) of approved make by suitable means ( Free flowing / pump),curing etc. Complete as per directions of Engineer-incharge. (The payment shall be made on the basis of actual weight of approved grout injected.)    
26.80.1 Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes / Shear keys / Joints of precast members. kg 74.25
26.81 Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100gm/sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work) sqm 24.2

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