|
| 1 | Dismantling manualy /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead as per the direction of Engineer-in -charge. i) Bituminous road |
| 2 | ii) Water Bound Macadam Road. |
| 3 | Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc ( not exceeding 1.5 mtr. in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan ,including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out excavated earth and disposal of excavated earth as directed all kind of soil 1 mtr from cutting edge. |
| 4 | Earth work in excavation by Mechanical means (Hydraulic excavator) in foundations drains, pipes and cables etc (not exceeding 1.5 mtr. in width or 10 sqm on plan ) trenches including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out excavated soil and disposal of surplus soil as directed within lead of 50 mtr.All kinds of soil. |
| 5 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 6 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 7 | Dismantling tile work in floors and roof laid in cement mortar including stacking material with in 50 Meters leada) For Thickness of tiles 10 mm to 25 mm |
| 8 | b) For thickness of tiles above 25 mm and upto 40 mm. |
| 9 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge. |
| 10 | Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. |
| 11 | Providing and laying 60mm thick factory made cement concreteinterlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. |
| 12 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1cement: 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). |
| 13 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: a)1:3:6 or richer mix (i/c equivalent design mix) |
| 14 | b)1:4:8 or leaner mix (i/c equivalent design mix) |
| 15 | Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 15 mm dia. (Nominal Bore) |
| 16 | Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 20 mm dia. (Nominal Bore) |
| 17 | Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 25 mm dia (Nominal Bore) |
| 18 | Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 32 mm dia. (Nominal Bore) |
| 19 | Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 40 mm dia. (Nominal Bore) |
| 20 | Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 50 mm dia. (Nominal Bore) |
| 21 | Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 65 mm dia. (Nominal Bore) |
| 22 | Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 80 mm dia (Light) |
| 23 | Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 80 mm dia (M) |
| 24 | Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 100 mm dia (L) |
| 25 | Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 100 mm dia (M) |
| 26 | Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 150 mm dia (M) |
| 27 | Laying and fitting of G.I Pipes (all Classes) complete exculding cost of pipes, fitting and earthwork 15mm and 20mm dia G.I Pipes |
| 28 | Laying and fitting of G.I Pipes (all Classes) complete exculding cost of pipes, fitting and earthwork 25mm and 32mm dia G.I Pipes |
| 29 | Laying and fitting of G.I Pipes (all Classes) complete exculding cost of pipes, fitting and earthwork 40mm and 50mm dia G.I Pipes |
| 30 | Laying and fitting of G.I Pipes (all Classes) complete exculding cost of pipes, fitting and earthwork 65mm and 80mm dia G.I Pipes |
| 31 | Laying and fitting of G.I Pipes (all Classes) complete exculding cost of pipes, fitting and earthwork 100mm and 150mm dia G.I Pipes |
| 32 | Providing flanged joints to double flanged C.I. / D.I pipes and specials including testing to joints.80 mm dia. Pipe |
| 33 | 100 mm dia. pipe |
| 34 | 125 mm dia. Pipe |
| 35 | 150 mm dia. Pipe |
| 36 | 200 mm dia. Pipe |
| 37 | 250 mm dia. Pipe |
| 38 | 300 mm dia. Pipe |
| 39 | 350 mm dia. Pipe |
| 40 | 400 mm dia. Pipe |
| 41 | 450 mm dia. Pipe |
| 42 | 500 mm dia. Pipe |
| 43 | 600 mm dia. Pipe |
| 44 | Laying in position Centrifugally cast (spun) Iron S&S or flanged pipes (excluding cost of pipes) |
| 45 | Laying in position S&S or flanged, CI standard special such as Tees, bends, collars, Tapers and caps etc (excluding cost of specials) |
| 46 | Providing & Laying S&S Centrifugally cast (spun)/ Ductile Iron pipes conforming to IS:8329(a) 100mm dia Ductile Iron Class K-7 pipe |
| 47 | Providing & Laying S&S Centrifugally cast (spun)/ Ductile Iron pipes conforming to IS:8329(b) 150mm dia Ductile Iron Class K-7 pipe |
| 48 | Providing & Laying S&S Centrifugally cast (spun)/ Ductile Iron pipes conforming to IS:8329(c) 200mm dia Ductile Iron Class K-7 pipe |
| 49 | Providing & Laying S&S Centrifugally cast (spun)/ Ductile Iron pipes conforming to IS:8329(d) 250mm dia Ductile Iron Class K-7 pipe |
| 50 | Providing & Laying S&S Centrifugally cast (spun)/ Ductile Iron pipes conforming to IS:8329(e) 300mm dia Ductile Iron Class K-7 pipe |
| 51 | Providing & Laying S&S Centrifugally cast (spun)/ Ductile Iron pipes conforming to IS:8329(f) 350mm dia Ductile Iron Class K-7 pipe |
| 52 | Providing & Laying S&S Centrifugally cast (spun)/ Ductile Iron pipes conforming to IS:8329(g) 400mm dia Ductile Iron Class K-7 pipe |
| 53 | Laying S&S Centrifugally cast (spun) Ductile Iron pipes conforming to IS:8329 (Labour only)(a) 100mm dia Ductile Iron Class K-7 pipe |
| 54 | Laying S&S Centrifugally cast (spun) Ductile Iron pipes conforming to IS:8329 (Labour only)(b) 150mm dia Ductile Iron Class K-7 pipe |
| 55 | Laying S&S Centrifugally cast (spun) Ductile Iron pipes conforming to IS:8329 (Labour only)(c) 200mm dia Ductile Iron Class K-7 pipe |
| 56 | Laying S&S Centrifugally cast (spun) Ductile Iron pipes conforming to IS:8329 (Labour only)(d) 250mm dia Ductile Iron Class K-7 pipe |
| 57 | Laying S&S Centrifugally cast (spun) Ductile Iron pipes conforming to IS:8329 (Labour only)(e) 300mm dia Ductile Iron Class K-7 pipe |
| 58 | Laying S&S Centrifugally cast (spun) Ductile Iron pipes conforming to IS:8329 (Labour only)(f) 350mm dia Ductile Iron Class K-7 pipe |
| 59 | Laying S&S Centrifugally cast (spun) Ductile Iron pipes conforming to IS:8329 (Labour only)(g) 400mm dia Ductile Iron Class K-7 pipe |
| 60 | Welding by electric plant including transportation of electric plant at site etc. complete. |
| 61 | Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 Upto 300 mm dia. |
| 62 | Above 300 mm dia. |
| 63 | Making connection /shifting connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 25 to 40 mm nominal bore |
| 64 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 50 to 80 mm nominal bore |
| 65 | Dismantling GI pipes (External work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes with in 50 Mtrs lead as per direction of Engineer-in-chargea) 15mm to 40 mm dia nominal bore |
| 66 | Dismantling GI pipes (External work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes with in 50 Mtrs lead as per direction of Engineer-in-chargeb) Above 40 mm nominal bore. |
| 67 | Dismantling CI pipes including excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge Upto 150 mm dia.. |
| 68 | Dismantling CI pipes including excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge Above 150 mm to 300 mm dia |
| 69 | Dismantling CI pipes including excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge Above 300mm dia |
| 70 | Dismantling CI pipes excluding excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge a) Upto 150 mm dia. |
| 71 | Dismantling CI pipes excluding excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge b) Above 150 mm to 300 mm dia |
| 72 | Dismantling CI pipes excluding excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer inchargec) Above 300mm dia |
| 73 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee for installation of PSP,, including cutting and threading the pipe etc. complete 25 to 40 mm nominal bore .The height of the PSP and its horizontal noze shall be as per the direction of the Engineer in charge. |
| 74 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but excluding the cost of pig leada) 100 mm dia. |
| 75 | b) 125 mm dia. |
| 76 | c) 150 mm dia. |
| 77 | d) 200 mm dia. |
| 78 | e) 250 mm dia |
| 79 | f) 300 mm dia. |
| 80 | g) 350 mm dia |
| 81 | h) 400 mm dia |
| 82 | i) 450 mm dia |
| 83 | j) 500 mm dia |
| 84 | k) 600 mm dia |
| 85 | Labour for cutting CI pipes with Steel sawa) 100 mm dia CI pipe |
| 86 | b) 125 mm dia CI pipe |
| 87 | c) 150 mm dia CI pipe |
| 88 | d) 200 mm dia CI pipe |
| 89 | e) 250 mm dia CI pipe |
| 90 | f) 300 mm dia CI pipe |
| 91 | g) 350mm dia CI pipe |
| 92 | h) 400mm dia CI pipe |
| 93 | i) 450mm dia CI pipe |
| 94 | Laying in position Centrifugally cast (spun) Iron S&S or flanged pipes (excluding cost of pipes) |
| 95 | Laying in position S&S or flanged, CI standard special such as Tees, bends, collars, Tapers and caps etc (excluding cost of specials) |
| 96 | Supply of mild steel Tubes Hard finished welded type |
| 97 | Supply of mild steel tubes hard finished seamless type |
| 98 | Supply of mild steel tubes electric resistant or induction butt welded. |
| 99 | Supplying Pig led at site of work |
| 100 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. lead upto 50 mtr. and lift upto 1.5mtr. |
| 101 | Disposal of surplus excavated earth complete Job upto 5 Km by Mech Transport (Carriage) |
| 102 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket a) 100 mm dia. |
| 103 | b) 150 mm dia. |
| 104 | c) 200 mm dia. |
| 105 | d) 250 mm dia. |
| 106 | e) 300 mm dia. |
| 107 | f) 350 mm dia |
| 108 | g) 400 mm dia |
| 109 | h) 450 mm dia |
| 110 | i) 500 mm dia |
| 111 | j) 600 mm dia |
| 112 | Providing and fixing of C.I sluice valves (with cap) complete with bolts,nuts,rubber insertions etc.(Tail pieces if required shall be paid separately)80mm dia (Class I)(LMR) |
| 113 | 100 mm dia (Class I) |
| 114 | 100 mm dia (Class II) |
| 115 | 125mm dia (class I) |
| 116 | 125mm dia (class II) |
| 117 | 150 mm dia(class I) |
| 118 | 150 mm dia(class II) |
| 119 | 200 mm dia(class I) |
| 120 | 200 mm dia (class II) |
| 121 | 250mm dia (class I) |
| 122 | 250mm dia (class II) |
| 123 | 300 mm dia (class I) |
| 124 | 300 mm dia (class II) |
| 125 | 350mm dia (class I)(LMR) |
| 126 | 400 mm dia (class I)(LMR) |
| 127 | 450 mm dia (class I)(LMR) |
| 128 | 500 mm dia (class I)(LMR) |
| 129 | laying & fixing of C.I sluice valves (with cap) complete with bolts,nuts,rubber insertions etc.(Tail pieces if required shall be paid separately)(LMR)80mm dia (Class I) |
| 130 | 100 mm dia (Class I)(LMR) |
| 131 | 150 mm dia(class I)(LMR) |
| 132 | 200 mm dia(class I)(LMR) |
| 133 | 250mm dia (class I)(LMR) |
| 134 | 300 mm dia (class I)(LMR) |
| 135 | 350mm dia (class I)(LMR) |
| 136 | 400 mm dia (class I)(LMR) |
| 137 | 450 mm dia (class I)(LMR) |
| 138 | 500 mm dia (class I)(LMR) |
| 139 | Dismantling of CI Sluice valve including stacking of useful materials within a lead of 50m.a) upto 150mm dia |
| 140 | Dismantling of CI Sluice valve including stacking of useful materials within a lead of 50 m.b) Above 150mm dia |
| 141 | Providing & Fixing of Gun meatal gate valve with CI Wheel of approved quality (Screwed end)(LMR)100 mm dia |
| 142 | Providing & Fixing of Gun meatal gate valve with CI Wheel of approved quality (Screwed end)80 mm dia |
| 143 | 65 mm dia |
| 144 | 50 mm dia |
| 145 | 40 mm dia |
| 146 | 32 mm dia |
| 147 | 25 mm dia |
| 148 | 20 mm dia |
| 149 | Fixing of Gun metal gate valve with CI Wheel of approved quality (Screwed end)(Tail pieces if required shall be paid separately)(LMR)100 mm dia |
| 150 | 80 mm dia(LMR) |
| 151 | 65 mm dia(LMR) |
| 152 | 50 mm dia(LMR) |
| 153 | 40 mm dia(LMR) |
| 154 | 32 mm dia(LMR) |
| 155 | 25 mm dia(LMR) |
| 156 | 20 mm dia(LMR) |
| 157 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete50 mm to 80 mm nominal bore |
| 158 | Supply of bolts and nuts upto 300 mm dia inclusive of GST and Contractor profit. |
| 159 | Supply of spun Yarn inclusive of GST and Contractor profit |
| 160 | Hire Charges for Mini Truck for local Shifting ,inclusive of GST and Contractor profit |
| 161 | Repair of rods of sluice valve & gate valve by way of rethreading, making of nut of different dia (complete job)(AR)500 mm dia |
| 162 | 450mm dia(A.R) |
| 163 | 400 mm dia(A.R) |
| 164 | 350 mm dia(A.R) |
| 165 | 300 mm dia(A.R) |
| 166 | 250 mm dia(A.R) |
| 167 | 200 mm dia(A.R) |
| 168 | 150 mm dia(A.R) |
| 169 | 100 mm dia(AR) |
| 170 | 80 mm dia(A.R) |
| 171 | Hirecharges of Hydraulic Excavator (3D) with driver and fuel.(inclusive of GST/overhead and contractors profit) |
| 172 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30 cm measured at height of 1 M above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 173 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 174 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 175 | Supply of Stones |
| 176 | Carriage of stones by mech. transport for avg. distance of 10 kms and by manual labour of 100 mtr incl. loading and stacking. |
| 177 | Opening out old wire crates those and rebinding after filling |
| 178 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering-all work upto plinth level 1:3:6 (1 cement: 3 coarse sand 6 Graded stone aggregate of 20 mm nominal size) (Crushed) |
| 179 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering all work upto plinth level (1: 4: 8) 1. Cement : 4 coarse sand 8 Graded stone aggregate 40mm nominal size) crushed. |
| 180 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 181 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 182 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade, one or more coats on old work |
| 183 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 184 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars (TMT) |
| 185 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded |
| 186 | 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. |
| 187 | Providing and fixing fly proof wire gauze to windows, clerestory windows and doors with M.S Flat 15x3 mm and nuts and bolts complete. Stainless steel (grade 304) wire gauze of 0.5mm dia wire and 1.4 mm aperture on both sides. |
| 188 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece. |
| 189 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 190 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 191 | Barricading of different dia of pipe including the cost of binding wire and dismantling the same after the completion of occasion along with local carriage.(A.R) |
| 192 | Dumping of stone (excluding cost of stone) in horizontal on level. |
| 193 | Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge |
| 194 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 195 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Wet |
| 196 | Labour engaged for removal of moss from channel of CF Tanks and PS tanks openingh of holes for smooth flow by scrapping with wire brush and brooms. |
| 197 | Supply of stones |
| 198 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 199 | Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. |
| 200 | Finishing walls with water proofing cement paint of required shade: Old work (one or more coats applied @ 2.20 kg/10sqm) complete |
| 201 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade, one or more coats on old work. |
| 202 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work. |
| 203 | Painting with oil type wood preservative of approved brand and manufacture on old work (one or more coats) |
| 204 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade on old work (one or more coats |
| 205 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 206 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 207 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 208 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 209 | Providing and fixing fly proof wire gauze to windows, clerestory windows and doors with M.S Flat 15x3 mm and nuts and bolts complete. Galvanized M.S wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides |
| 210 | Renewing glass panes, with wooden fillets wherever necessary : Float glass panes of thickness 4.0 mm (weight not less than 10kg/sqm) |
| 211 | Float glass panes of thickness 5.0 mm (weight not less than 12.5 kg/sqm) |
| 212 | Clearing grass and removal of rubbish upto distance of 50 mtr out side the perphery of area cleared. |
| 213 | Regrading terracing of mud phaska covered with tiles or bricks, in cement by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement: 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) within 50 meters lead. |
| 214 | Supply of different type of labour (a) Labour for unforsen items |
| 215 | (b) Mason |
| 216 | ( c) Fitter Welder |
| 217 | Carriage of stones by MT for avg. distance of 10kms and by manual labour for 100 mtr incl. loading, unloading and stacking. |
| 218 | Carriage of bricks from source to site of work for an average distance 20km by MT incl. loading, unloading & stacking. |
| 219 | Carriage of sand and stones aggregate from source to site of work for an avg. distance by MT incl. loading, unloading and stacking.Sand 1.00 km |
| 220 | Stone Aggregate 40mm & above 10km Please Enable Macros to View BoQ information |
