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| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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 surplus excavated earth as directed: 1 meter from cutting edge: |
| 2 | All kinds of soils |
| 3 | Ordinary Rock |
| 4 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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 surplus excavated earth as directed, within a lead of 50 metres: |
| 5 | All kinds of soils |
| 6 | Ordinary Rock |
| 7 | 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. |
| 8 | All kinds of soil : |
| 9 | Ordinary Rock |
| 10 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil : |
| 11 | Excavation in water bound macadam road including stacking of serviceable and unserviceable material separately and disposal ofunserviceable material lead upto 50 m and lift upto 1.5 m, disposedmaterial to be neatly dressed |
| 12 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. |
| 13 | 100 mm dia GI pipes |
| 14 | 80 mm dia GI pipes |
| 15 | 65 mm dia GI pipes |
| 16 | 50 mm dia GI pipes |
| 17 | 40 mm dia GI pipes |
| 18 | 25 mm dia GI pipes |
| 19 | 20 mm dia GI pipes |
| 20 | 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 |
| 21 | 25 to 40 mm nominal bore |
| 22 | 50 to 80 mm nominal bore |
| 23 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 24 | Dismantling G.I/DI pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge : |
| 25 | Above 40 mm nominal bore |
| 26 | Below 40 mm nominal bore |
| 27 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) |
| 28 | 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. |
| 29 | 100 mm dia pipes |
| 30 | 125 mm dia pipes |
| 31 | 150 mm dia pipes |
| 32 | 200 mm dia pipes |
| 33 | 250 mm dia pipes |
| 34 | 300 mm dia pipes |
| 35 | Supply of oxygen cylender incl. all carriages upto the site of work (for clearance of blockages from pipe) |
| 36 | a. 20 pound Cylinder |
| 37 | b. 120 pound Cylinder |
| 38 | Dismantling of spindle / rod and check nuts of flanged type sluice valves by way of manufacturing of new spindle / rod made out of mild steel only . The job includes dismantling of sluice valve reassembling after fixing of spindle & check nut duly manufactures and threaded in workshop including cost of welding, packing, carriage to & fro upto the workshop and back to site of work (Complete job) from 100 mm dia sluice valve upto 350 mm dia sluice valve |
| 39 | Cutting of Macadam (Bitiminous portion) incl. disposal of unservicable & making the same good with rich mix of cement concrete upto the depth of 0.30 M |
| 40 | Supply of rubber tubes (cycle rubber tubes) for cheaking of leakages incl. all carriages etc. complete job |
| 41 | Supply of Distilled water incld. All carriages complete |
| 42 | Desilting of different hydraulic structures Viz SR's PST's , Clear Water Sumps etc incl disposal of excavted silt |
| 43 | Through Washout |
| 44 | Through Manual labours using rope and bucket |
| 45 | Fixing of GI double collers/ arresting of leakages by way of welding including all sorts of carriages incl. cutting of available G.I pipes as per site requirement. |
| 46 | 80 mm dia |
| 47 | 100 mm dia |
| 48 | 125 mm dia |
| 49 | 150 mm dia |
| 50 | 200 mm dia |
| 51 | Providing and fixing of pipe specials of approved make manufacture including cutting and threading the pipe and making long screws etc incl. all sorts of carriages involved complete. |
| 52 | 100 mm dia G.I. Union |
| 53 | 80 mm dia G.I. Union |
| 54 | 65 mm dia G.I. Union |
| 55 | 50 mm dia G.I. Union |
| 56 | 40 mm dia G.I. Union |
| 57 | 25 mm dia G.I. Union |
| 58 | 20 mm dia G.I. Union |
| 59 | 15 mm dia G.I. Union |
| 60 | 100 mm dia G.I. Elbow |
| 61 | 80 mm dia G.I. Elbow |
| 62 | 65 mm dia G.I. Elbow |
| 63 | 50 mm dia G.I. Elbow |
| 64 | 40 mm dia G.I. Elbow |
| 65 | 25 mm dia G.I. Elbow |
| 66 | 20 mm dia G.I. Elbow |
| 67 | 15 mm dia G.I. Elbow |
| 68 | 80 mm dia G.I. Nipple 10\\" |
| 69 | 80 mm dia G.I. Nipple 8\\" |
| 70 | 80 mm dia G.I. Nipple 6\\" |
| 71 | 80 mm dia G.I. Nipple 4\\" |
| 72 | 65 mm dia G.I. Nipple 10\\" |
| 73 | 65 mm dia G.I. Nipple 8\\" |
| 74 | 65 mm dia G.I. Nipple 6\\" |
| 75 | 65 mm dia G.I. Nipple 4\\" |
| 76 | 50 mm dia G.I. Nipple 10\\" |
| 77 | 50 mm dia G.I. Nipple 8\\" |
| 78 | 50 mm dia G.I. Nipple 6\\" |
| 79 | 50 mm dia G.I. Nipple 4\\" |
| 80 | 40 mm dia G.I. Nipple 10\\" |
| 81 | 40 mm dia G.I. Nipple 8\\" |
| 82 | 40 mm dia G.I. Nipple 6\\" |
| 83 | 40 mm dia G.I. Nipple 4\\" |
| 84 | 25 mm dia G.I. Nipple 10\\" |
| 85 | 25 mm dia G.I. Nipple 8\\" |
| 86 | 25 mm dia G.I. Nipple 6\\" |
| 87 | 25 mm dia G.I. Nipple 4\\" |
| 88 | 20 mm dia G.I. Nipple 10\\" |
| 89 | 20 mm dia G.I. Nipple 8\\" |
| 90 | 20 mm dia G.I. Nipple 6\\" |
| 91 | 20 mm dia G.I. Nipple 4\\" |
| 92 | 15 mm dia G.I. Nipple 10\\" |
| 93 | 15 mm dia G.I. Nipple 8\\" |
| 94 | 15 mm dia G.I. Nipple 6\\" |
| 95 | 15 mm dia G.I. Nipple 4\\" |
| 96 | 100 mm dia G.I. equal Tee |
| 97 | 80 mm dia G.I. equal Tee |
| 98 | 65 mm dia G.I. equal Tee |
| 99 | 50 mm dia G.I. equal tee |
| 100 | 40 mm dia G.I. equal tee |
| 101 | 25 mm dia G.I. equal tee |
| 102 | 20 mm dia G.I. equal tee |
| 103 | 15 mm dia G.I. equal tee |
| 104 | 20x20x15 mm dia G.I. Tee |
| 105 | 25x25x20 mm dia G.I. Tee |
| 106 | 40x40x25 mm dia G.I. Tee |
| 107 | 50x50x40 mm dia G.I. Tee |
| 108 | 65x65x50 mm dia G.I. Tee |
| 109 | 80x80x65 mm dia G.I. Tee |
| 110 | 20x15 mm dia Socket/ Reducer |
| 111 | 25x20 mm dia Socket/ Reducer |
| 112 | 40x25 mm dia Socket/ Reducer |
| 113 | 50x40 mm dia Socket/ Reducer |
| 114 | 65x50 mm dia Socket/ Reducer |
| 115 | 80x65 mm dia Socket/ Reducer |
| 116 | 100x25 mm dia Socket/ Reducer |
| 117 | 20x15 mm dia Elbow/ Reducer |
| 118 | 25x20 mm dia Elbow/ Reducer |
| 119 | 40x25 mm dia Elbow/ Reducer |
| 120 | 50x40 mm dia Elbow/ Reducer |
| 121 | 65x50 mm dia Elbow/ Reducer |
| 122 | 80x65 mm dia Elbow/ Reducer |
| 123 | Providing & fixing of MS fittings viz bends of suitable degree, tees, collars etc to be fabricated from 6mm Nominal Size MS plate as per the requirement of site including cost of welding. The work should be leakproof and should be painted with anti corrosive red oxide primer. Complete Job. |
| 124 | P/F of new nuts, bolts incl. replacement of old ones and all sorts of carriages complete. |
| 125 | P/F of washers/rubber insertions of different dias incl. all sorts of carriages complete.200/150/100/80/65/50mm dia |
| 126 | Supplying of spun yarn at site |
| 127 | Re-threading of damaged pipe ends including carriage from site to workshop and back. |
| 128 | 20 mm dia |
| 129 | 25 mm dia |
| 130 | 40 mm dia |
| 131 | 50 mm dia |
| 132 | 65 mm dia |
| 133 | 80 mm dia |
| 134 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead. |
| 135 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 136 | 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) |
| 137 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 138 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 139 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 140 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 141 | Replacement /Providing/fixing of PVC pipes of ISI marked standard make incl cost of all fittings required and carriage complete. |
| 142 | 20 mm dia PVC pipe (B-class) |
| 143 | 25 mm dia PVC pipe (B-class) |
| 144 | 32 mm dia PVC pipe (B-class) |
| 145 | 40 mm dia PVC pipe (B-class) |
| 146 | 50 mm dia PVC pipe (B-class) |
| 147 | Replacement of old damaged G.I. Gate valves by way of new Gate valves of reputed make including cost of nuts, bolts, rubber insulations of ISI marked standard make incl. all carriages upto site of works, complete.(The unserviceable material shall be returned to Divl. store (Under proper R.I) |
| 148 | 100 mm dia Gate valve |
| 149 | 80 mm dia Gate valve |
| 150 | 65 mm dia Gate valve |
| 151 | 50 mm dia Gate valve |
| 152 | 40 mm dia Gate valve |
| 153 | 25 mm dia Gate valve |
| 154 | 20 mm dia Gate valve |
| 155 | Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc.incl. all sorts of carriages involved complete. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments. |
| 156 | 80 mm dia. Class 1 |
| 157 | 100 mm dia. Class 1 |
| 158 | 125 mm dia. Class 1 |
| 159 | 150 mm dia. Class 1 |
| 160 | 200 mm dia. Class 1 |
| 161 | 250 mm dia. Class 1 |
| 162 | Fixing charges of Sluice Valves including Testing, Commissioning and carriages from divisional store to actual site of work, Complete job |
| 163 | 200 mm dia |
| 164 | 150 mm dia |
| 165 | 100mm dia |
| 166 | 80mm dia |
| 167 | 50mm dia |
| 168 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 169 | Foundations, footings, bases of columns etc. for mass concrete. |
| 170 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 171 | Columns, pillars, piers, abutments, posts and struts. |
| 172 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 173 | Clearing snow (with frost) from roads, manually using picks and shovels; snow depth upto 150 mm |
| 174 | Clearing snow avalanche mixed with frost and compressed snow, including all types of equipments and safety to the workers while clearing the avalanches at head site |
| 175 | Renewing glass panes, with wooden fillets wherever necessary : Float glass panes of thickness 4.0 mm (weight not less than 10kg/sqm) |
| 176 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 177 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 178 | 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 |
| 179 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 180 | Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. 0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 181 | Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 meters lead of : G.S. Sheet |
| 182 | Supply of unskilled labours |
| 183 | Supply of skilled labour |
| 184 | Hire charges of Welding machine with welder, gen set & helper including cost of electrods etc for welding of M.S Sheets , GI/ DI pipes etc including all carriages to & fro comp job. |
| 185 | Providing and Fixing of M.C.C.B.of ISI marked standard make the job includes dismantling of damaged/non functional Amp. M.C.C.B. and fixing of new one including all sorts carriage from source to workshop including carriages of salvaged material from filtration plant upto Divisional Stores including testing, installing and commissioning complete job |
| 186 | 03 Pole 200 Amp. |
| 187 | 03 Pole 100 Amp. |
| 188 | 04 Pole 100 Amp. |
| 189 | 04 Pole 32 Amp. |
| 190 | P/F of Air Releasing Valves (single acting) including cutting of bore hole , welding of the pedestal rod and providing laying of cement concrete 1:3:6 mix with shuttering box PGI 9”X9”x12” around the pedestal rod with all carriages and head load upto actual site of work |
| 191 | 25mm dia Air Valve |
| 192 | 20mm dia Air Valve |
| 193 | 25mm dia Gun Metal NRV |
| 194 | 32mm dia Gun Metal NRV |
| 195 | 40mm dia Gun Metal NRV |
| 196 | 50mm dia Gun Metal NRV |
| 197 | 65mm dia Gun Metal NRV |
| 198 | 80mm dia Gun Metal NRV |
| 199 | Hire charges of Hydraulic Excavator (JCB) with operator for emergent works during floods, frost or heavy rains as and when needed incl. operational charges and fuel for working hours involved. |
| 200 | Supplying,laying and spreading of thick polythene sheets for protection of water leakage at head sites/offtake points during lean discharge incl. all sorts of carriages involved complete. |
| 201 | Filling empty cement bags with sand/ earth; including cost of sewing and strings; incl. cost of bags, Loading/Unloading sand/ earth filled bags lead upto 50m.( Earth or sand to be locally excavated within 50 Mts head load) incl. placing in position and all leads/ lifts complete. |
| 202 | Supplying/laying of filter media from approved source Ganderbal duly screened, washed / sieved conforming to approved standards/specifications and laying in filter beds as per required grades including all carriages by Mechanical transport / head load what so ever involved upto site of work as directed by Engineer-in-charge complete job. |
| 203 | Removing, washing of old filter media including washing of filter beds and laying of same in position complete job. |
| 204 | Supplying/laying of Pea size Garvel from approved source Ganderbal duly screened, washed / sieved conforming to approved standards/specifications including all carriages by Mechanical transport / head load what so ever involved upto site of work as directed by Engineer-in-charge complete job. |
| 205 | Hire charges of dewatering motor incl. cost of fuel & all carriges complete. |
| 206 | Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet/patchy portion of plastered surfaces (two or more coats) |
| 207 | Finishing with epoxy paint one or two coats at all locations etc complete. |
| 208 | On Steel Work |
| 209 | On Concrete Work |
| 210 | Providing and applying two coats of fire retardent paint on cleaned surface (wood/ply) @ 3.5sqm per litre per coat incl preparation of surface |
| 211 | Providing and fixing of Electrical points (heating and lighting) incld. cost of wire switches, necessary MCB’s switch boards, ceiling roses reputed make ISI mark screws, casing / conduit materials of allsorts of carriage and labour charges required for the job. (Havels Make ) |
| 212 | Lighting points |
| 213 | Heating points |
| 214 | Felling trees of girth ( measured at a hieght of 1 meter from the GL) incluiding cutting of trunk and branches removing the roots, stacking of serviceable material and disposal of unserviceable material |
| 215 | Beyond 30 cm girth upto and including 60 cm girth |
| 216 | Beyond 60 cm girth upto and including 120 cm girth |
| 217 | Beyond 120 cm girth upto and including 240 cm girth |
| 218 | Above 240 cm girth |
| 219 | Clearing jungle including uprooting of rank vegetation grass, brush wood, trees and saplings of girth upto 30 cm measured at a hieght of 1 meter grom GL and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared |
| 220 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) |
| 221 | Weed clearance |
| 222 | From lakes(using boats) |
| 223 | From canals(including extraction of roots) |
| 224 | Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations. |
| 225 | Carriage of material from divisional store up to dumping site of work, including loading, unloading and stacking etc. complete by Mechanical Transport |
| 226 | Cement & steel,Bleaching powder,Alum, G.I/C.I pipe avg. lead upto 01 Kms |
| 227 | Cement & steel, Bleaching powder,Alum,G.I/C.I pipe avg. lead upto 02 Kms |
| 228 | Cement & steel, Bleaching powder,Alum,G.I/C.I pipe avg. lead upto 03 Kms |
| 229 | Cement & steel, Bleaching powder,Alum,G.I/C.I pipe avg. lead upto 04 Kms |
| 230 | Cement & steel, Bleaching powder,Alum,G.I/C.I pipe avg. lead upto 05 Kms |
| 231 | Cement & steel, Bleaching powder,Alum,G.I/C.I pipe avg. lead beyond 5 Kms upto 10 Kms (per Km) |
| 232 | Cement & steel, Bleaching powder,Alum,G.I/C.I pipe avg. lead beyond 10 Kms upto 20 Kms (per Km) |
| 233 | Cement & steel, Bleaching powder,Alum,G.I/C.I pipe avg. lead beyond 20 Kms per additional Km |
| 234 | Sand & Agg. 20 mm avg. lead of upto 01 Kms |
| 235 | Sand & Agg. 20 mm avg. lead upto 02 Kms |
| 236 | Sand & Agg. 20 mm avg. lead upto 03 Kms |
| 237 | Sand & Agg. 20 mm avg. lead upto 04 Kms |
| 238 | Sand & Agg. 20 mm avg. lead upto 05 Kms |
| 239 | Sand & Agg. 20 mm avg. lead beyond 5 Kms upto 10 Kms (per Km) |
| 240 | Sand & Agg. 20 mm avg. lead beyond 10 Kms upto 20 Kms (per Km) |
| 241 | Sand & Agg. 20 mm avg. lead beyond 20 Kms per additional Km |
| 242 | 40 mm Agg. avg. lead of upto 01 Km |
| 243 | 40 mm Agg. avg. lead upto 2 Kms |
| 244 | 40 mm Agg. avg. lead upto 3 Kms |
| 245 | 40 mm Agg. avg. lead upto 4 Kms |
| 246 | 40 mm Agg. avg. lead upto 5 Kms |
| 247 | 40 mm Agg. avg. lead beyond 05 Kms upto 10 Kms (per Km) |
| 248 | 40 mm Agg. avg. lead beyond 10 Kms upto 20 Kms (per Km) |
| 249 | 40 mm Agg. avg. lead beyond 20 Kms per additional Km |
| 250 | Carriage of material from dumping site to actual site of work, including loading, unloading and stacking etc. complete by manual labour |
| 251 | Cement for an avg. lead upto 50 mtr. |
| 252 | Cement for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. |
| 253 | Steel for an avg. lead upto 50 Mtr |
| 254 | Steel for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. |
| 255 | Pipe for an avg. lead upto 50 Mtr |
| 256 | Pipe for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. |
| 257 | Sand & Agg.20mm for an avg. lead upto 50 Mtr |
| 258 | Sand & Agg.20mm for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. |
| 259 | 40mm Agg. for an avg. lead upto 50 Mtr |
| 260 | 40mm Agg. for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. Please Enable Macros to View BoQ information |