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| Sl. No. | Item Description |
| 1 | O & M |
| 2 | PHED O&M BSR 2020 1.1_Repairing of leakage in existing Distribution/Rising Main/Transmission Main AC/PVC/HDPE pipe line up to 1.5 mtr depth of sizes as given below by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site. This will also include cutting of pipe ends, fixing of pipe piece with jointing material to make repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of material required from store. (Required material such as pipe piece, CID Joints shall be provided by Department free of cost) |
| 3 | In all type Soil AC/PVC/HDPE pipe |
| 4 | 1.1.1.1 50/63/75mm |
| 5 | 1.1.1.2 80/90mm |
| 6 | 1.1.1.3100/110mm |
| 7 | 1.1.1.4 125/140mm |
| 8 | 1.1.1.5 150/160/180mm |
| 9 | 1.1.1.6 200/225mm |
| 10 | 1.1.1.7 250/280mm |
| 11 | 1.1.1.8 300/315mm |
| 12 | 1.1.1.9 350mm |
| 13 | 1.1.1.10 400mm |
| 14 | 1.1.2 Add on above item no. 1 for B.T. Road |
| 15 | 1.1.3 Add on above item no. 1.1.1 for C.C. Road. Pit in CC Road shall be cut in optimum size through CC cutter Machine only. |
| 16 | 1.1.4 Add on above no. 1.1.1 item if depth of pipeline is above 1.5 mtr and up to 3.0 mtr. |
| 17 | 1.1.5 Add on above no. 1.1.1 item if depth of pipeline is above 3.0 mtr. |
| 18 | PHED O&M BSR 2020 1.2_ Repairing of leakage in existing Distribution/Rising Main/Transmission Main CI/MS/DI pipe line up to 1.5 mtr depth of sizes as given below by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site. This will also include cutting of pipe ends, fixing of pipe piece with jointing material to make repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of required material from store. (Required material such as pipe piece CID Joints shall be provided by Department free of cost) |
| 19 | 1.2.1 In all type Soil |
| 20 | 1.2.1.1 80mm |
| 21 | 1.2.1.2 100mm |
| 22 | 1.2.1.3 125mm |
| 23 | 1.2.1.4 150mm |
| 24 | 1.2.1.5 200mm |
| 25 | 1.2.1.6 250mm |
| 26 | 1.2.1.7 300mm |
| 27 | 1.2.1.8 350mm |
| 28 | 1.2.1.9 400mm |
| 29 | 1.2.2 Add on above item no. 1.2.1 for B.T. Road |
| 30 | 1.2.3 Add on above item no. 1.2.1 for C.C. Road. Pit in CC Road shall be cut in optimum size through CC cutter Machine only. |
| 31 | 1.2.4 Add on above no. 1.2.1 item if depth of pipeline is above 1.5 mtr and up to 3.0 mtr. |
| 32 | 1.2.5 Add on above no. 1.2.1 item if depth of pipeline is above 3.0 mtr. |
| 33 | PHED O&M BSR 2020 1.3 Minor repair of leakages such as lead caulking, plugging, clamping and ring fixing in existing Distribution/Rising Main/Transmission Main AC/PVC/ HDPE/CI /MS/DI pipe line up to 1.5 mtr depth of sizes as given below by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site to make repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of required material from store. (Required material such as lead wool, white hump, plugs, clamps etc. shall be provided by Department free of cost) |
| 34 | 1.3.1 In all type Soil |
| 35 | 1.3.1.1 50/63/75mm |
| 36 | 1.3.1.2 80/90mm |
| 37 | 1.3.1.3 100/110mm |
| 38 | 1.3.1.4 125/140mm |
| 39 | 1.3.1.5 150/160/180mm |
| 40 | 1.3.1.6 200/225mm |
| 41 | 1.3.1.7 250/280mm |
| 42 | 1.3.1.8 300/315mm |
| 43 | 1.3.1.9 350mm |
| 44 | 1.3.1.10. 400mm |
| 45 | 1.3.2 Add on above item no. 1.3.1 for B.T. Road |
| 46 | 1.3.3 Add on above item no. 1.3.1 for C.C. Road.Pit in CC Road shall be cut in optimum size through CC cutter Machine only. |
| 47 | 1.3.4 Add on above no. 1.3.1 item if depth of pipeline is above 1.5 mtr and up to 3.0 mtr. |
| 48 | 1.3.5 Add on above no. 1.3.1 item if depth of pipeline is above 3.0 mtr. |
| 49 | PHED O & M BSR 2020 1.4 Replacement of CI/ DI Double flange sluice valves,non return valves,butter fly valves etc. in existing Distribution/Rising Main/Transmission Main pipe line up to 1.5 mtr depth of sizes as given below by digging out suitable size of pit at site of work including providing and fixing MS Nut and Bolt and rubber gasket, dewatering and providing adequate safety arrangement at site and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of required material from store. (Required material such as Valve, Tail piece, CID Joints etc. shall be provided by Department free of cost) |
| 50 | 1.4.1 In all type Soil |
| 51 | 1.4.1.1 80 mm |
| 52 | 1.4.1.2 100 mm |
| 53 | 1.4.1.3 125 mm |
| 54 | 1.4.1.4 150 mm |
| 55 | 1.4.1.5 200 mm |
| 56 | 1.4.1.6 250 mm |
| 57 | 1.4.1.7 300 mm |
| 58 | 1.4.1.8 350 mm |
| 59 | 1.4.1.9 400 mm |
| 60 | 1.4.2 Add on above item no. 1.4.1 for B.T. Road |
| 61 | 1.4.3 Add on above item no. 1.4.1 for CC Road.Pit in CC Road shall be cut in optimum size through CC cutter Machine only. |
| 62 | 1.4.4 Add on above item no. 1.41 if depth of pipe line is above 1.5 mtr to 3.0 mtr |
| 63 | 1.4.5 Deduct on above item no. 1.4.1 if valve is fixed at plinth level / platform i.e. no excavation is required |
| 64 | PHED BSR O& M 2020_ 1.5 Removal of Choking from pipe line, including tree roots, malba, sand and other by manually or other means, cleaning of line and testing in existing Distribution /Rising Main/Transmission Main AC/PVC/HDPE/uPVC pipe line up to 1.5 mtr depth of sizes as given below by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site. This will also include cutting of pipe ends, fixing of pipe piece with jointing material and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of required material from store. (Required material such as pipe piece CID Joints shall be provided by Department free of cost) as per satisfaction of EIC. Rates for per pit. |
| 65 | 1.5.1 In all type Soil |
| 66 | 1.5.1.1 75 mm |
| 67 | 1.5.1.2 90/80 mm |
| 68 | 1.5.1.3 110/100 mm |
| 69 | 1.5.1.4 140/125 mm |
| 70 | 1.5.1.5 180/160/150 mm |
| 71 | 1.5.1.6 225/200 mm |
| 72 | 1.5.1.7 250 mm |
| 73 | 1.5.1.8 300 mm |
| 74 | 1.5.2 Add on above item no. 1.5.1 for B.T. Road |
| 75 | 1.5.3 Add on above item no. 1.5.1 for CC Road. Pit in CC Road shall be cut in optimum size through CC cutter Machine only. |
| 76 | 1.5.4 Add on above item no. 1.5.1 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr. |
| 77 | 1.5.5 Add on above item no. 1.5.1 if depth of pipe line is above 3.0 mtr. |
| 78 | PHED BSR O & M 2020_1.6 Removal of Choking from pipe line, including tree roots, malba, sand and other by manually or other means, cleaning of line and testing in existing Distribution /Rising Main/Transmission Main CI/MS/DI pipe line up to 1.5 mtr depth of sizes as given below by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site. This will also include cutting of pipe ends, fixing of pipe piece with jointing material and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of required material from store. (Required material such as pipe piece CID Joints shall be provided by Department free of cost)as per satisfaction of EIC. Rates for per pit. |
| 79 | 1.6.1 In all type Soil |
| 80 | 1.6.1.1 80 mm |
| 81 | 1.6.1.2 100 mm |
| 82 | 1.6.1.3 125 mm |
| 83 | 1.6.1.4 150 mm |
| 84 | 1.6.1.5 225/200 mm |
| 85 | 250 mm |
| 86 | 300 mm |
| 87 | 1.6.3 Add on above item no. 1.6.1 for B.T. Road |
| 88 | 1.6.4 Add on above item no. 1.6.1 for CC Road. Pit in CC Road shall be cut in optimum size through CC cutter Machine only. |
| 89 | 1.6.5 Add on above item no. 1.6.1 if depth of pipe line is above 1.5 mtr up to 3.0 mtr. |
| 90 | Add on above item no. 1.6.1 if depth of pipe line is above 3.0 mtr |
| 91 | PHED BSR O & M 2020_1.7 Disconnection of water connection from existing pipe line in all type of soils up to 1.5 mtr depth by digging out suitable size of pit at site of work, with cutting of service line and refixing of clamp revolving it 180 degree refill the pit from excavated sand by ramming it & upto ground level for entire job contractor will use his own T&P & labour. |
| 92 | 1.7.1 Add on above item no. 1.7 for B.T. Road |
| 93 | 1.7.2 Add on above item no. 1.7 for CC Road. Pit in CC Road shall be cut in optimum size through CC cutter Machine only. |
| 94 | 1.7.3 Add on above item no. 1.7 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr |
| 95 | PHED BSR O & M 2020 _ 1.8 Removal of sluice valve in existing pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site. This will also include cutting of pipe ends, fixing of pipe piece with jointing material to make repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of required material from store. (Required material such as pipe piece CID Joints shall be provided by Department free of cost) |
| 96 | 1.8.1In all type Soil |
| 97 | 1.8.1.1 80 mm dia pipe to 100mm |
| 98 | 1.8.1.2 125 mm dia pipe to 150mm |
| 99 | 1.8.1.3 200 mm dia pipe to 250mm |
| 100 | 1.8.1.4 300 mm dia pipe to 350mm |
| 101 | 1.8.1.5 400mm |
| 102 | 1.8.2 Add on above item no. 1.8.1 for B.T. Road |
| 103 | 1.8.3 Add on above item no. 1.8.1 for CC road Pit in CC Road shall be cut in optimum size through CC cutter Machine Only |
| 104 | 1.8.4 Add on above item no. 1.8.1 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr |
| 105 | PHED BSR 2020 O & M 1.9 Work of Inter Connection in AC/PVC/HDPE pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site, cutting of existing pipeline, jointing of Tee (complete) and other specials to make inter connection repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of material required from store. (Material such as Tee/ Tee Clamp/rubber sheet/ CID joints required for inter connection shall be provided by the department free of cost). |
| 106 | 1.9.1 In all type Soil |
| 107 | 1.9.1.1 80 mm to 110 mm |
| 108 | 1.9.1.2 125 mm to 165 mm |
| 109 | 1.9.1.3 200 mm to 300 mm |
| 110 | 1.9.2 Add on above item no. 9 for B.T. Road |
| 111 | 1.9.3 Add on above item no. 1.9.1 for CC road Pit in CC Road shall be cut in optimum size through CC cutter machine only/ |
| 112 | 1.9.4 Add on above item no.1.9.1 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr |
| 113 | PHED O&M BSR 2020 1.10 Work of Inter Connection in CI/DI/MS pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site, cutting of existing pipeline, jointing of Tee (complete) and other specials to make inter connection repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of material required from store. (Material such as Tee/ Tee Clamp/rubber sheet/ CID joints required for inter connection shall be provided by the department free of cost). |
| 114 | 1.10.1 In all type Soil |
| 115 | 1.10.1.1 80 mm to 100 mm |
| 116 | 1.10.1.2 125 mm to 150 mm |
| 117 | 1.10.1.3 200 mm to 300 mm |
| 118 | 1.10.1.4 350 mm to 450 mm |
| 119 | 1.10.1.5 500 mm to 600 mm |
| 120 | 1.10.2 Add on above item no.1.10.1 for B.T. Road |
| 121 | 1.10.1.3 Add on above item no.1.10.1 for CC Road. Pit in CC Road shall be cut in optimum size through CC cutter Machine only. |
| 122 | 1.10.4 Add on above item no.10 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr |
| 123 | PHED O&M BSR 2020 1.11 Labour charges for removal of complaint of polluted water supply to the consumers |
| 124 | 1.11.1 Survey of the locality of polluted water supply for preliminary assessment of source of pollution during supply hours |
| 125 | PHED O&M BSR 2020 1.12 Labour charges for digging of pit of suitable size for removal of water pollution on existing distribution AC/PVC/uPVC/HDPE pipe lines up to 1.5 mtr depth including cutting of pipe and assessment of direction of flow of polluted water during non supply hours, identifying the source of pollution and repairing of fault in pipe line by fixing of pipe piece with jointing material (pipe and jointing material shall be supplied by department) to make it leak proof and then refilling the pit from excavated sand by ramming it at site of pipe upto ground level. The rate includes all labour charges to complete the work for pipe size |
| 126 | 1.12.1 In all type Soil |
| 127 | 1.12.1.1 50 to 75 mm |
| 128 | 1.12.1.2 80-110 mm |
| 129 | 1.12.1.3 125 to 165 mm |
| 130 | 1.12.1.4 200 to 300 mm |
| 131 | 1.12.1.5 350 to 400 mm |
| 132 | 1.12.2 Add on above item no.11.2 for B.T. Road |
| 133 | 1.12.3 Add on above item no.1.12.1 for CC Road.Pit in CC Road shall be cut in optimum size through CC cutter Machine only. |
| 134 | 1.12.4 Add on above item no. 1.12.1 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr. |
| 135 | PHED O&M BSR 2020 1.13 Labour charges for digging of pit of suitable size for removal of water pollution on existing distribution CI/DI/MS pipe lines up to 1.5 mtr depth including cutting of pipe and assessment of direction of flow of polluted water during non supply hours, identifying the source of pollution and repairing of fault pipe line by fixing of pipe piece with jointing material (pipe and jointing material shall be supplied by department) to make it leak proof and then refilling the pit from excavated sand by ramming it at site of pipe upto ground level. The rate includes all labour charges to complete the work for pipe size |
| 136 | 1.13.1 In all type Soil |
| 137 | 1.13.1.1 80-100 mm |
| 138 | 1.13.1.2 125 to 150 mm |
| 139 | 1.13.1.3 200 to 300 mm |
| 140 | 1.13.1.4 350 to 400 mm |
| 141 | 1.13.2 Add on above item 11.3 for B.T. Road |
| 142 | 1.13.2 Add on above item no. 1.13.1 for CC Road.Pit in CC Road shall be cut in optimum size through CC cutter Machine only. |
| 143 | 1.13.4 Add on above item no.1.13.1 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr. |
| 144 | PHED O&M BSR 2020 1.14 Restoration of bitumen road by patch work of WBM using crushed / broken aggregate as per the standard specification and consolidation with hand rammer spreading and consolidation of binding material , cleaning of surface of WBM and providing of seal & tack coat as per site condition by using ready cold mix up to the satisfaction of engineer in charge. The rate includes the making of pit in regular shape, all labour, material and T&P charge complete job. |
| 145 | PHED O & M BSR 2020 1.15 Restoration of cement concrete road including making of pit in regular shape, ramming and consolidation of surface, laying, positioning and compacting cement concrete ( M-20 ) minimum thickness 200 mm upto the satisfaction of engineer incharge. The rate includes the making of pit in regular shape, all labour, material and T&P charge complete job. |
| 146 | PHED O & M BSR 2021 7.1 Maintenance of pipelines irrespective of size & material which includes Repairing of Bursts & leakages pollution control, survey & removal of choking, disconnection of illegal connections, Collection & recording minimum 10 nos. residual chlorine samples during daily supply timings, interconnections and all works related to pipeline network in existing distribution /rising main pipe lines of all sizes by digging out suitable size of pit in soft and loose soil/ hard soil including cutting of Black top, WBM & CC top of road of any size at work site. This will also include cutting of pipe ends, fixing of pipe piece with jointing material to make repair leak proof and refilling of pit by excavated sand by ramming it at sides of pipes and upto ground level. For entire job contractor will use their own T & P. Contractor with his own resources shall arrange de-watering,JCB & Tractor compressor if any and restore any amenity at his own cost damaged while performing the work in this item. The work includes daily patrolling and repair the leakages within stipulated time and complete maintenance of pipe line network of rising and distribution pipeline network within the scope of work for per km pipe line per month. Jointing material shall be provided by the department. |
| 147 | Minimum labour for a following kms pipelines to be deployed. |
| 148 | 1 km to 50 km - one fitter-II & one beldar |
| 149 | 51 km to 100 km - one fitter-II & Two beldar |
| 150 | 101 km to 200 km - Two fitter-II & Four beldar |
| 151 | 201km to 300 km - Three fitter-II & Six beldar |
| 152 | 301 km to 400 km - Four fitter-II & Eight beldar |
| 153 | 401 km to 500 km - Five fitter-II & Ten beldar |
| 154 | PHED O & M BSR 2020 5.1 Turning of various sizes of CID Joints Class- 10/ 15 Complete set (Labour Charges), The Joints will be supplied by the Junior Engineer concern of Department and carting to workshop and after turning of these joints, firm is liable to transport upto Junior Engineer concern\"s store own his cost. |
| 155 | 5.1.1 80 mm dia |
| 156 | 5.1.2 100 mm dia |
| 157 | 5.1.3 125 mm dia |
| 158 | 5.1.4 150 mm dia |
| 159 | 5.1.5 200 mm dia |
| 160 | 5.1.6 250 mm dia |
| 161 | 5.1.7 300 mm dia |
| 162 | 5.1.8 350 mm dia |
| 163 | 5.1.9 400 mm dia |
| 164 | PHED O & M BSR 2020 5.2 Threading on GI Pipes different diameter as below (Rate Per Mouth Threading). The Pipes will be supplied by the Department and carting to workshop and after threading of these pipes, firm is liable to transport upto Junior Engineer concern\"s store own his cost. |
| 165 | 5.2.1 32 mm |
| 166 | 5.2.2 50 mm |
| 167 | 5.2.3 65 mm |
| 168 | 5.2.4 80 mm |
| 169 | 5.2.5 100 mm |
| 170 | 5.2.6 125mm |
| 171 | 5.2.7 150mm |
| 172 | PHED O & M BSR 2021_ 5.3 Cutting of GI/MS/CI Pipes of any class as below (Rate per Mouth- One cutting only making two pieces). The Pipes will be supplied by the Department. |
| 173 | 5.3.1 32 mm |
| 174 | 5.3.2 40 mm |
| 175 | 5.3.3 50 mm |
| 176 | 5.3.4 65 mm |
| 177 | 5.3.5 80 mm |
| 178 | 5.3.6 100 mm |
| 179 | 5.3.7 125mm |
| 180 | 5.3.8 150mm |
| 181 | 5.3.9 200mm |
| 182 | 5.3.10 250mm |
| 183 | PHED O & M BSR 2020 5.4 Welding on M.S./G.I./CI Pipes and other material by Electric Welding, this includes all the material like welding rods/ equipment like welding machine/ generater, if required for job. |
| 184 | 5.4.1 At Workshop |
| 185 | 5.4.2 On Site |
| 186 | PHED O & M BSR 2020 5.5 Providing, Fabrication of Mild Steel Plane Ended/ Flanged Specials like Tees, Bends, Reducers, Enlargers, Plugs, Tail Pieces and Blank Flange made from MS pipes, MS sheet strip and MS Sheet of required sizes by welding, cutting and treading as per site conditions and as directed by the Engineer- In- Charge complete in all respect. |
| 187 | PHED O & M BSR 2020 5.6 Making Hole (only labour charges) by drill machine in MS/ CI/ DI Pipes and Specials. per hole rate |
| 188 | 5.6.1 Up to 12 mm) dia. Hole |
| 189 | 5.6.2 Above 12 mm dia. Hole. |
| 190 | PHED BSR O & M 2020 5.7Making of GI Assembly pipe for various sizes including threading, tightening, welding of flange and welding with MS Patti, holes and cable grove making as per required length of 3.00 M/ 6.00 M (Pipse and flangse shall be provided and carting these to workshop by the the department). Length of MS strip will be 100 mm, Width- 20 mm and thickness- 6 mm and to be welded around the strip with pipe and flange. Holes in the flanged will be standard size and above 12 mm dia. in size. After tightening the pipe and flanged, welding will be done at junction of flange and pipe complete in all respect. After preparing of Assembly Pipes, the firm is liable to transport these to concern\"s divisional store own his cost. |
| 191 | 5.7.1 50 mm |
| 192 | 5.7.2 65 mm |
| 193 | 5.7.3 80 mm |
| 194 | 5.7.4 100 mm |
| 195 | PHED BSR O & M 2020 5.8 Supplying of MS Rods for different sizes of sluice valve and should be supplied as according to size of old rods including material and finishing for the following sizes. |
| 196 | 5.8.1 Sluice Valve Size 80mm |
| 197 | 5.8.2 Sluice Valve Size 100mm |
| 198 | 5.8.3 Sluice Valve Size 125mm |
| 199 | 5.8.4 Sluice Valve Size 150mm |
| 200 | 5.8.5 Sluice Valve Size 200mm |
| 201 | 5.8.6 Sluice Valve Size 250mm |
| 202 | 5.8.7 Sluice Valve Size 300mm |
| 203 | 5.8.8 Sluice Valve Size 350mm |
| 204 | 5.8.9 Sluice Valve Size 400mm |
| 205 | PHED BSR O & M 2020 5.9 Supplying of Chuck Nut for different sizes of sluice valve and should be supplied as according to size of Check Nut including material for the following sizes. |
| 206 | 5.9.1 Sluice Valve Size 80mm |
| 207 | 5.9.2 Sluice Valve Size 100mm |
| 208 | 5.9.3 Sluice Valve Size 125mm |
| 209 | 5.9.4 Sluice Valve Size 150mm |
| 210 | 5.9.5 Sluice Valve Size 200mm |
| 211 | 5.9.6 Sluice Valve Size 250mm |
| 212 | 5.9.7 Sluice Valve Size 300mm |
| 213 | 5.9.8 Sluice Valve Size 350mm |
| 214 | 5.9.9 Sluice Valve Size 400mm |
| 215 | PHED BSR O & M 2020 5.10 Providing of U Plate (U Stand) for different sizes of sluice valve and should be supplied as according to size of old U Plate including material for the following sizes. |
| 216 | 5.10.1 Sluice Valve Size 80mm |
| 217 | 5.10.2 Sluice Valve Size 100mm |
| 218 | 5.10.3 Sluice Valve Size 125mm |
| 219 | 5.10.4 Sluice Valve Size 150mm |
| 220 | 5.10.5 Sluice Valve Size 200mm |
| 221 | 5.10.6 Sluice Valve Size 250mm |
| 222 | 5.10.7 Sluice Valve Size 300mm |
| 223 | PHED BSR O & M 2020 5.11 Supplying of MS Rods and Chuck Nut (Complete Set) for different sizes of sluice valve and should be supplied as according to size of Check Nut including material for the following sizes. |
| 224 | 5.11.1 Sluice Valve Size 80mm |
| 225 | 5.11.2 Sluice Valve Size 100mm |
| 226 | 5.11.3 Sluice Valve Size 125mm |
| 227 | 5.11.4 Sluice Valve Size 150mm |
| 228 | 5.11.5 Sluice Valve Size 200mm |
| 229 | 5.11.6 Sluice Valve Size 250mm |
| 230 | 5.11.7 Sluice Valve Size 300mm |
| 231 | 5.11.8 Sluice Valve Size 350mm |
| 232 | 5.11.9 Sluice Valve Size 400mm |
| 233 | PHED BSR O & M 2020 5.12 Making Direct Pump Piece with heavy duty pipes (Class- B) and flange (as per table- D) including cutting of pipe, threading welding and MS strip for length - 100 mm, Width- 20 mm and thickness- 6 mm and to be welded around the strip with pipe and flanged. Hole in the flanged will be standard size and above 15 mm in size. After tightening the pipe and flanged, welding will be done at junctin of flange and pipe complete in all respect including cost of material. The Length of Direct Pump Piece will be 30 cm (300 mm). |
| 234 | 5.12.1 2\" dia. Size (50 mm) |
| 235 | 5.12.2 2 ½\" size (65 mm) |
| 236 | 5.12.3 3\" dia size (80 mm) |
| 237 | 5.12.4 4\" dia size (100 mm) |
| 238 | PHED BSR O & M 2020 5.13 Making Reducer Pump Piece with heavy duty pipes (Class- B) and flange (as per table-D) including cutting of pipe, threading welding and MS strip for length -100 mm, Width- 20 mm and thickness- 6 mm and to be welded around the strip with pipe and flanged. Hole in the flange will be standard size and above 15 mm dia. in size. After tightening the pipe and flanged, welding will be done at junctin of flange and pipe complete in all respect including cost of material (Both the larger and smaller pipe will have equal length making reducer). The Total Length of Reducer Pump Piece will be 30 cm (300 mm). |
| 239 | 5.13.1 2x2 ½ “ dia size (50 x 65 mm) |
| 240 | 5.13.2 2 ½ “x 3” dia size (65 x 80 mm) |
| 241 | 5.13.3 2”x 3” dia size (50 x 80 mm) |
| 242 | 5.13.4 3”x 4” dia size (80 x 100 mm) |
| 243 | PHED BSR 2023(10.07.2023) 1.1 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note: Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 244 | 80 mm |
| 245 | 100 mm |
| 246 | 150 mm |
| 247 | 200 mm |
| 248 | 250 mm |
| 249 | 300 mm |
| 250 | 350 mm |
| 251 | 400 mm |
| 252 | 450 mm |
| 253 | 500 mm |
| 254 | 600 mm |
| 255 | PHED BSR 2023 (10.07.2023) 1.4 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984:1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/insert joint/quick release coupler joint/compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes, transportation and freight charges, inspection charges, loading/unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer in-charge of following class and diameter. (excluding earth work). Note: Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M. |
| 256 | HDPE PE-80 PN-6 |
| 257 | 75 mm dia |
| 258 | 90 mm dia |
| 259 | 110 mm dia |
| 260 | PHED BSR 2023 (10.07.2023) 1.5 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984:1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/insert joint/quick release coupler joint/compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes, transportation and freight charges, inspection charges, loading/unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer in-charge of following class and diameter. (excluding earth work). Note: Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. |
| 261 | HDPE PE-80 PN-6 |
| 262 | 125 mm dia |
| 263 | 140 mm dia |
| 264 | 160 mm dia |
| 265 | 180 mm dia |
| 266 | 200 mm dia |
| 267 | 225 mm dia |
| 268 | PHED BSR 2023 (10.07.2023) 1.17 De-jointing and removing of already laid CI/DI pipes of following diameters in excavated trenches with care, without damaging pipes, CID joints, valves, specials etc. and other materials and then refilling of soil after de-laying and de-jointing of pipelines with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr. This also include stacking the pipes with care and transporting the same to div./sub div. store or as directed by EIC with in the division. (Rates are Exclusive of Earth Work) |
| 269 | 80 mm |
| 270 | 100 mm |
| 271 | 125 mm |
| 272 | 150 mm |
| 273 | 200 mm |
| 274 | 250 mm |
| 275 | 300 mm |
| 276 | 350 mm |
| 277 | 400 mm |
| 278 | 450 mm |
| 279 | 500 mm |
| 280 | 600 mm |
| 281 | PHED BSR 2023 (10.07.2023) 1.19 Laying, Jointing, Testing and Commissioning of uPVC/PVC Pipes (Class-3/4) in assorted length with specials, valves etc. including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials) |
| 282 | 90 mm |
| 283 | 110 mm |
| 284 | 125 mm |
| 285 | 140 mm |
| 286 | 160 mm |
| 287 | 180 mm |
| 288 | 200 mm |
| 289 | 225 mm |
| 290 | 250 mm |
| 291 | 280mm |
| 292 | 315 mm |
| 293 | PHED BSR 2023 (10.07.2023) 1.23 Providing, lowering, laying and jointing in trenches, standard lengths ISI marked AC pressure pipe class-15 manufactured by MAZZA process as per IS-1592-2003 or amended up to date with AC coupling and EPDM Rubber sealing rings of Type-3 as per IS:5382/1985 (Reaffirmed 1998) or amended up to date, including all taxes, transportation and freight charges, inspection charges, loading/unloading charges, tacking of pipes, labour and material, satisfactory hydraulic testing etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work and specials)Note: These pipes shall only be used for raw water conveyance main from Canal outlet to raw water reservoirs and interconnection works. |
| 294 | 150 mm dia Cl-15 |
| 295 | 200 mm dia Cl-15 |
| 296 | 250 mm dia Cl-15 |
| 297 | 300 mm dia Cl-15 |
| 298 | 350 mm dia Cl-15 |
| 299 | 400 mm dia Cl-15 |
| 300 | 450 mm dia Cl-15 |
| 301 | 500 mm dia Cl-15 |
| 302 | 600 mm dia Cl-15 |
| 303 | PHED BSR 2023 (10.07.2023) 1.15 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer in-charge. |
| 304 | 1.15.1 MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) |
| 305 | PHED BSR 2023 (10.07.2023) 4.1 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil |
| 306 | Add extra for trenches for every additional lift over item no 4.1 |
| 307 | Above 1.5 mtr and up to 3.0 mtr. |
| 308 | Above 3.0 mtr and up to 4.5 mtr. |
| 309 | PHED BSR 2023 (10.07.2023) 4.3 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: |
| 310 | Ordinary rock |
| 311 | Hard rock (requiring blasting) |
| 312 | Hard rock(blasting prohibited) |
| 313 | Add extra for trenches for every additional lift over item no 4.3 |
| 314 | Above 1.5 mtr and up to 3.0 mtr. |
| 315 | Above 3.0 mtr and up to 4.5 mtr. |
| 316 | PHED BSR 2023 (10.07.2023) 4.5 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 317 | PHED BSR 2023 (10.07.2023) 4.6 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. |
| 318 | Bituminous courses |
| 319 | Granular courses |
| 320 | PHED BSR 2023 (10.07.2023) 4.7 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. |
| 321 | PHED BSR 2023 (10.07.2023) 4.8 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. |
| 322 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 323 | Plain cement concrete pavement of M-30 Grade |
| 324 | PHED BSR 2023 (10.07.2023) 4.9 Removing & Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as per Technical specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) |
| 325 | 60 mm thick. |
| 326 | 80 mm thick. |
| 327 | 100 mm thick |
| 328 | PHED BSR 2023 (10.07.2023) 4.10 Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coil including excavation, shoring/strutting, preparation, maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work. Excluding cost of pipe line.Note: Trenchless laying shall be done only for laying of pipe line (rising main) and road crossing of distribution pipe line under CC/BT roads. |
| 329 | PHED BSR 2023 (10.07.2023) 4.11 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water&sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer. Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification. |
| 330 | 300 mm Dia 8 mm thick casing pipe. |
| 331 | 400 mm Dia 8 mm thick casing pipe . |
| 332 | 500 mm Dia 8 mm thick casing pipe . |
| 333 | 600 mm Dia 10 mm thick casing pipe . |
| 334 | 700 mm Dia 10 mm thick casing pipe . |
| 335 | PHED BSR 2023 (10.07.2023) 4.12 Removing & Re-fixing of Bricks Kharbanja road by manual means for laying of pipe line, stacking of serviceable & unserviceable material separately, disposal of dismantled material lead upto 50 mtr. The Bricks interlocking be laid on average 12 mm thick bed of mud mortar and the joints to be filled with pointing in cement mortar 1:3. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the direction of Engineer in charge. The rates are inclusive of fixing of minimum 70 percent reusable Bricks and cost of required new First class FPS bricks (min. 10.5 Mpa) in place of damaged bricks, all lead and lift as per Technical Specifications and direction of Engineer in Charge. |
| 336 | Horizontal aligned Bricks |
| 337 | Vertical aligned Bricks |
| 338 | PHED BSR 2023 (10.07.2023) 6.1 Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem-AISI-410, Body Seat ring, Wedge facing ring & Bushes - LTB2/SS, Face to face dimensions as per IS:14846/2000 (amended up to date), Epoxy (Non-Toxic-suitable for drinking water) applied inside and outside, Flanges Drilled as per IS:1538. Nut-Bolt confirming to IS:1363 and IS:1367/CS/galvanised steel Insertion rubber of black EPDM 6mm thick Sluice valves including all jointing&jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 339 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 340 | 80 mm HW |
| 341 | 100 mm HW |
| 342 | 125 mm HW |
| 343 | 150 mm HW |
| 344 | 200 mm HW |
| 345 | 250 mm HW |
| 346 | 300 mm HW |
| 347 | 350 mm with Gear |
| 348 | 400 mm with Gear |
| 349 | 450 mm with Gear |
| 350 | 500 mm with Gear |
| 351 | 600 mm with Gear |
| 352 | PHED BSR 2023 (10.07.2023) 6.3 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part-1)/2004 (amended up to date) and of following specifications:Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS:5312 (part-1):2004, Flanges Drilled as per IS:1538. Epoxy (Non-Toxic&suitable for drinking water) applied on body, cover and disc inside and outside. Body seat ring of SS/CS Door face ring- EPDM/ Neoprene (food grade quality), Shaft of SS- AISI- 410, Hinge Malleable cast iron/ SS AISI 316, Bonnet Gasket EPDM, Bush-Leaded tin Bronze/PTET, Gasket EPDM/NBR, Nut-Bolt as per IS:1363 and IS:1367 (galvanised steel), Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification&as per direction of Engineer-in- charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 353 | Class PN 1.0 |
| 354 | 80 mm dia |
| 355 | 100 mm dia |
| 356 | 125 mm dia |
| 357 | 150 mm dia |
| 358 | 200 mm dia |
| 359 | 250 mm dia |
| 360 | 300 mm dia |
| 361 | 350 mm dia |
| 362 | 400 mm dia |
| 363 | 450 mm dia |
| 364 | 500 mm dia |
| 365 | 600 mm dia |
| 366 | PHED BSR 2023 (10.07.2023) 6.5 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/Screwed type of approved makes for following pressure rating &dia complete, confirming to IS:14845-2000 (amended up to date) and of following specifications:Body, Cover and Cowl-Grey Cast Iron as per IS:210- FG 200, Float Stainless Steel AISI 304/IS:3444, Float Guide- HBT1, Body seat ring- Leaded tin bronze/SS, Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 or Screwed type shall have external pipe threads conforming to IS 554 Fasteners-CS Epoxy paint inside outside of food grade safe for drinking water, Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 367 | Class PN 1.0 |
| 368 | 15 mm S-1 Type |
| 369 | 25 mm S-1 Type |
| 370 | 40 mm S-1 Type |
| 371 | 50 mm S-2 Type |
| 372 | Class PN 1.6 |
| 373 | 15 mm S-1 Type |
| 374 | 25 mm S-1 Type |
| 375 | 40 mm S-1 Type |
| 376 | 50 mm S-2 Type |
| 377 | PHED BSR 2023 (10.07.2023) 6.6 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS:14845-2000 (amended up to date) and of following specifications: Body, Cover and Cowl-Grey Cast Iron as per IS:210- FG 200, Float- Stainless Steel AISI 304/IS:3444, Float Guide- HBT1.HP Orifice- HTB2/SS, Body seat ring-Leaded tin bronze/SS. Seal ring and face ring- EPDM/NBR, Ends flanged according to IS 6418,Fastners-CS, Epoxy paint inside outside of food grade safe for drinking water,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 378 | Class PN 1.0 |
| 379 | 40 mm |
| 380 | 50 mm |
| 381 | 80 mm |
| 382 | 100 mm |
| 383 | 150 mm |
| 384 | 200 mm |
| 385 | PHED BSR 2023 (10.07.2023) 6.7 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications:Governing standard- AWWA C512/ IS:14845:2000(amended up to date),Body, High presure cover, Low pressure cover, Cowl and Joint support ring- Grey cast iron of grade IS:210/FG200, Float- LP ball &HP ball: AISI 304 stainless Steel, Float Guide- HTB1, Seat ring&Gasket- EPDM/NBR, HP Orifice & HP orifice plug: HTB2/SS, Bush: Bronze, Flanges as per IS/ BS, Drilled as per IS:1538. Epoxy paint (Non-Toxic & suitable for drinking water) applied on body&cover inside and outside Fasteners-CS/Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with CI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date) PN 1.0 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 386 | Class PN 1.0 |
| 387 | 40 mm |
| 388 | 50 mm |
| 389 | 80 mm |
| 390 | 100 mm |
| 391 | 150 mm |
| 392 | 200 mm |
| 393 | PHED BSR 2023 (10.07.2023) 6.17Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Enginee. Class PN 1.0 |
| 394 | 80 mm dia |
| 395 | 100 mm dia. |
| 396 | 125 mm dia. |
| 397 | 150 mm dia. |
| 398 | 200 mm dia. |
| 399 | 250 mm dia. |
| 400 | 300 mm dia. |
| 401 | 350 mm dia. |
| 402 | 400 mm dia. |
| 403 | 450 mm dia. |
| 404 | 500 mm dia. |
| 405 | 600 mm dia. |
| 406 | PHED BSR 2023 (10.07.2023) 6.18 Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. |
| 407 | 80 mm dia |
| 408 | 100 mm dia. |
| 409 | 125 mm dia. |
| 410 | 150 mm dia. |
| 411 | 200 mm dia. |
| 412 | 250 mm dia. |
| 413 | 300 mm dia. |
| 414 | 350 mm dia. |
| 415 | 400 mm dia. |
| 416 | 450 mm dia. |
| 417 | 500 mm dia. |
| 418 | 600 mm dia. |
| 419 | PHED BSR 2023 (10.07.2023) 6.19 Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer. |
| 420 | 150 mm dia. |
| 421 | 200 mm dia. |
| 422 | 250 mm dia. |
| 423 | 300 mm dia. |
| 424 | 450 mm dia. |
| 425 | 500 mm dia. |
| 426 | 600 mm dia. |
| 427 | PHED BSR 2023 (10.07.2023) 6.20 Removing of existing CI/ DI Double flange sluice valves, non return valves, butter fly valves etc. in existing Distribution/ Rising Main/ Transmission Main pipe line of following sizes, works include de-jointing of valve, dewatering, taking it out of the pit with adequate safety arrangement at site and then refill the pit from excavated sand by ramming it at sides of pipe & up to ground level. Work shall be done as per specification, scope of work and direction of Engineer-in-charge. All old material shall be removed safely & all old material shall be deposited in Divisional Store.Note: Rates are exclusive of earth work and road cutting. |
| 428 | 80 mm |
| 429 | 100 mm |
| 430 | 125 mm |
| 431 | 150 mm |
| 432 | 200 mm |
| 433 | 250 mm |
| 434 | 300 mm |
| 435 | 350 mm |
| 436 | 400 mm |
| 437 | 450 mm |
| 438 | 500 mm |
| 439 | 600 mm Please Enable Macros to View BoQ information |
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