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| 1 | Dewatering During Construction |
| 2 | Dewatering of Surface Construction Sites including supply, installation and removal of pumping equipment from the site |
| 3 | Surface Excavation |
| 4 | Removal of material arising from overbreak accepted due to geological conditions - Not used |
| 5 | Common excavation |
| 6 | Rock excavation |
| 7 | Control perimeter blasting - Not used |
| 8 | Line drilling - Not used |
| 9 | Dental Excavation |
| 10 | Minor excavation |
| 11 | Extra for haulage of excavated material |
| 12 | beyond 3 km and up to 15 km |
| 13 | Not Used |
| 14 | Rock stabilization and Supports |
| 15 | Soil Nailing |
| 16 | Soil Nailing (25mm dia, 4m long)-all including drilling, installation, grouting, tensioning etc. - Not used |
| 17 | Rock Bolt 32 mm dia |
| 18 | Length upto 6.0 m |
| 19 | Rock Anchors 32 mm dia |
| 20 | Length upto 6.0 m - Not used |
| 21 | Self Drilling Hollow Core Anchor 25 mm dia |
| 22 | Length 6.0 m to 9.0m |
| 23 | Grouted Anchor bar 25 mm dia. |
| 24 | Length upto 6.0 m |
| 25 | Extensions for embedding into concrete where required |
| 26 | Post tensioned Rockbolts (Tendons)(120Ton Capacity) |
| 27 | Mesh reinforcement |
| 28 | wiremesh (Chain link) |
| 29 | welded wiremesh - Not used |
| 30 | Shotcrete |
| 31 | Plain Shotcrete |
| 32 | Cement variation in shotcrete |
| 33 | Superplasticiser |
| 34 | Embankment Construction and Backfill |
| 35 | Coffer dyke infront on SBT inlet |
| 36 | Impervious fill (Zone 1 material) |
| 37 | Graded filter (Zone 2A material ) |
| 38 | Compacted rockfill (Zone 3A material) |
| 39 | Random rockfill |
| 40 | Riprap |
| 41 | Drilling, Grouting and Pressure Relief Holes |
| 42 | Drilling for consolidation grouting |
| 43 | Drilling for grout holes 45 mm dia - Not used |
| 44 | Placing grout (excluding cement) |
| 45 | Consolidation grouting - Not used |
| 46 | Drilling for Pressure Relief holes |
| 47 | Drilling of 45 mm dia hole |
| 48 | Supply and installation of 36 mm dia perforated PVC pipes |
| 49 | Drilling of exploratory holes, check holes and holes for instrumentation |
| 50 | Drilling of 45 dia holes |
| 51 | Drilling of 76 dia holes |
| 52 | Water pressure testing-simple water test |
| 53 | Grouting materials |
| 54 | Cement - Not used |
| 55 | Sand - Not used |
| 56 | Bentonite - Not used |
| 57 | Admixtures - Not used |
| 58 | Permeation grouting |
| 59 | Permeation grouting under retaining wall (dyke) & Barrage |
| 60 | Permeation grouting trials including reports etc. |
| 61 | Permeation Grout cut-off/curtain complete in all respect including materials, equipment, testing and monitoring etc. |
| 62 | Plastic Diaphragm wall |
| 63 | Excavation of Trench - Not used |
| 64 | PCC M20/A20 Grade Plastic concrete (1m thick) including all ingreadients - Not Used |
| 65 | Concrete in Barrage/Intake str. |
| 66 | Plain Cement Concrete |
| 67 | M10/A20 levelling concrete |
| 68 | M15/A80 Protection bund, backfilling under outfall |
| 69 | M20A40 Backfill concrete |
| 70 | Non-shrinkage Self Compacting M35/A20 blockout concrete |
| 71 | Reinforced Cement Concrete |
| 72 | RCC M25/A40 in concrete cladding |
| 73 | RCC M25/A20 for miscellaneous work |
| 74 | RCC M25/A40 - Not used |
| 75 | RCC M 30/A20 for bridge - Not used |
| 76 | RCC M30A40 Inlet & Outlet structure, deck slab etc |
| 77 | RCC M35A40 outlet works - Not used |
| 78 | High Performance Concrete |
| 79 | HPC M65/A20 at top layer of concrete raft |
| 80 | Silica fume @ 50 kg/m³ |
| 81 | Superplasticizer for HPC |
| 82 | Cement variation in concrete |
| 83 | Admixtures for concrete |
| 84 | Air-entraining agent |
| 85 | Superplasticizer |
| 86 | Formwork |
| 87 | Barrage |
| 88 | Class F1 |
| 89 | Class F2 |
| 90 | Class F2C |
| 91 | Class F3 |
| 92 | Class F3C |
| 93 | Reinforcing Steel |
| 94 | Deformed Reinforcing bars |
| 95 | Plain reinforcing bars |
| 96 | Couplers |
| 97 | 32 mm dia |
| 98 | Waterstops and joints |
| 99 | P.V.C. water stops |
| 100 | 300 mm wide |
| 101 | 230 mm wide |
| 102 | Metalworks |
| 103 | Railing |
| 104 | SS pipe |
| 105 | GI pipe |
| 106 | Steel pipe hand rail |
| 107 | Ladders |
| 108 | SS Gratings |
| 109 | Climbing irons |
| 110 | Steel pipe of any diameter |
| 111 | Miscellaneous steel sections as edge protection, frames, bearing plates, brackets, etc. of various dimensions, including bolts, screws, anchors, and other accessories for interior and exterior purpose. |
| 112 | Installation of Metal works supplied by other contractor - Not used |
| 113 | Steel covers, frames |
| 114 | Not Used |
| 115 | Building and Architectural works |
| 116 | Architectrual design and construction of control room, DG room and power pack room alongwith associated architectural works for barrage complex - Not used |
| 117 | Miscellaneous and Ancillary Works |
| 118 | Fencing and gates |
| 119 | Fencing |
| 120 | Gates |
| 121 | Weep holes |
| 122 | PVC Pipes |
| 123 | 36 mm dia |
| 124 | 50 mm dia |
| 125 | 75 mm dia |
| 126 | 100 mm dia |
| 127 | 150 mm dia |
| 128 | 200 mm dia |
| 129 | Slope and river bed protection works |
| 130 | Rock Paving - Not used |
| 131 | Stone pitching |
| 132 | Wire crates/ Gabions - Not used |
| 133 | Supply of mechanically woven double twisted hexagonal gabions of size 2m x 1m x 1m (Zn coated). |
| 134 | Supply and placing boulders of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size in Boulder Wire Crates |
| 135 | Supply of 9 mm 4-strand Polypropylene (PP) Rope Gabions (UV stabilized size 2m x 1m x 1m). |
| 136 | Supply and placing boulders of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size in PP rope gabion for box barrage protection. |
| 137 | Random Rubble Masonary Wall - Not used |
| 138 | Wet R R Masonry |
| 139 | Dry R R Masonry |
| 140 | Terta-pod |
| 141 | Monitoring Instruments |
| 142 | Load Cells(50 T Capacity) |
| 143 | Survey targets with base plate |
| 144 | Inclinometer - Not used |
| 145 | Joint meter |
| 146 | Temperature gauges - Not used |
| 147 | Multiple point Bore hole Extensometer |
| 148 | Electrical type |
| 149 | Mechanical type |
| 150 | Uplift measuring device |
| 151 | Piezometer |
| 152 | Automatic water level recorder (AWLR) |
| 153 | Strong motion accelorograph |
| 154 | Automatic weather station |
| 155 | Stress meter/Pressure cell - Not used |
| 156 | Strain gauge - Not used |
| 157 | water level recorder - Not used |
| 158 | water level measuring gauge |
| 159 | Data acquisition system and web based data monitoring |
| 160 | Water Supply & Sewerage |
| 161 | Laying of water G.I. Pipe line with complete fittings, fixing valves, testing and commissioning |
| 162 | 100 mm nominal dia |
| 163 | 75 mm nominal dia |
| 164 | 50 mm nominal dia |
| 165 | 25 mm nominal dia |
| 166 | Supply & installation of pumps 3 H.P capacity for water supply including all electric panels, cables, level switches etc |
| 167 | No. of Operational units |
| 168 | No. of Standby units |
| 169 | Design, supply & installation of Water treatment plant including Sodium hypochlorite dosing unit with complete accessories as specified in Technical specification. |
| 170 | Supply and installation of automatic sewage treatment plant for barrage control room |
| 171 | Laying of HDPE sewage Pipe line including fittings and fixtures |
| 172 | 150 mm nominal dia |
| 173 | 100 mm nominal dia |
| 174 | Design, supply & installation of Pumping unit for sewage system |
| 175 | Electrical and Mechanical works |
| 176 | Illumination system |
| 177 | Drainage pumping system for barrage |
| 178 | Grounding works for barrage and Intake |
| 179 | Road works |
| 180 | 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. Ordinary Rock |
| 181 | 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 : |
| 182 | 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 40 mm nominal size) |
| 183 | Providing and laying in position Plum cement concrete of a ratio of 60:40 (60: Cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) :40 hard stone (boulder) lesser than 0.23m in size in any dimension) including curing but excluding the cost of centring and shuttering up to any height. |
| 184 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 185 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters |
| 186 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete |
| 187 | Dewatering During Construction |
| 188 | Dewatering of Underground Construction sites including supply, installation and removal of pumping equipment from the site |
| 189 | Not Used |
| 190 | Underground Excavation |
| 191 | Excavation of Tunnel |
| 192 | - Class I, II, & III |
| 193 | - Class IV and V |
| 194 | - By Multiple drifting due to geological reasons |
| 195 | Removal of material arising from overbreak accepted due to geological conditions. |
| 196 | Extra for haulage of excavated materials |
| 197 | - Beyond 3 km and upto 6 km |
| 198 | Line drilling |
| 199 | Dental excavation |
| 200 | Common excavation |
| 201 | Excavation by mechanised means |
| 202 | Rock stabilization and Supports in Tunnel |
| 203 | Resin grouted rockbolts 25 mm dia |
| 204 | Length upto 4.0 m |
| 205 | Length more than 4.0 m and upto 6.0 m |
| 206 | Resin grouted rockbolts 32 mm dia |
| 207 | Length upto 6.0 m |
| 208 | Length more than 6.0 m and upto 9.0 m |
| 209 | Length more than 9.0 m and upto 12.0 m |
| 210 | Rockbolt testing |
| 211 | - 25 mm dia |
| 212 | Rock bolts/Grouted anchor bar extension into concrete 25 / 32 / 36 mm dia. |
| 213 | Steel ribs, supply and installation (including accessories) |
| 214 | Lattice Girder |
| 215 | Steel lagging supply and installation |
| 216 | Precast concrete lagging |
| 217 | Pregrouting |
| 218 | Drilling for Pregrouting |
| 219 | 45 mm dia holes |
| 220 | Grouting Operations |
| 221 | 45 mm dia holes |
| 222 | Fore poling 32 mm dia (Drilling & Installation) |
| 223 | - Grouting Operations |
| 224 | Pipe Roofing |
| 225 | Drilling for Pre-drainage holes |
| 226 | - 45mm dia |
| 227 | - 76mm dia |
| 228 | Mesh reinforcement |
| 229 | -Welded Wiremesh |
| 230 | -Chain link fabric |
| 231 | Shotcrete |
| 232 | Plain Shotcrete |
| 233 | SFR Shotcrete |
| 234 | Cement variation in shotcrete |
| 235 | Superplasticizer |
| 236 | Steel fibre |
| 237 | Micro silica |
| 238 | Backfill - Not Used |
| 239 | Drilling, Grouting and Pressure Relief Holes |
| 240 | Drilling of 45 mm dia holes for Consolidation grouting |
| 241 | - In tunnels |
| 242 | - Re-drilling for Consolidation grouting (50% of rate of 7.1.1) |
| 243 | Grouting operations |
| 244 | - Single Stage Grouting |
| 245 | - Multi Stage Grouting |
| 246 | 45 mm dia pressure relief holes in the tunnels |
| 247 | - Drilling of 45 mm dia hole |
| 248 | - Supply and installation of 36 mm dia perforated PVC pipes |
| 249 | - Supply and installation of drain outlet devices |
| 250 | Drilling of exploratory holes, check holes and holes for instrumentation in tunnels etc. |
| 251 | - 45mm dia holes |
| 252 | - 76mm dia holes |
| 253 | - 98mm dia holes |
| 254 | - Extra for core recovery |
| 255 | Water pressure testing - simple water test |
| 256 | Embedded steel pipes and fittings for grouting left permanently in place |
| 257 | Contact grouting operations ordered by Engineer-in-charge |
| 258 | Fill grouting |
| 259 | - In Temporary drainage system |
| 260 | - In exploratory holes |
| 261 | Grouting materials |
| 262 | - Cement |
| 263 | - Sand |
| 264 | - Bentonite |
| 265 | - Admixtures |
| 266 | - Microfine |
| 267 | - PU grout |
| 268 | Seepage Cut off - Not Used |
| 269 | Concrete |
| 270 | Concrete lining including formwork in Tunnel |
| 271 | Plain Cement Concrete lining |
| 272 | -In Invert (M50/A40) |
| 273 | -In Overt (M35/A20) |
| 274 | -M20/ A20 in Approved Overbreaks (75% of the rate at item B9.1.1.2) |
| 275 | Reinforced Cement Concrete in Tunnel |
| 276 | -In Invert (M50/A40) |
| 277 | -In Overt (M35/A20) |
| 278 | Cement variation in concrete |
| 279 | Admixtures for concrete |
| 280 | Air-entraining agent |
| 281 | Superplasticizer |
| 282 | Reinforcing Steel |
| 283 | Deformed Reinforcing bars - Grade Fe 500 |
| 284 | Plain reinforcing bars |
| 285 | Waterstops and joints - Not Used |
| 286 | Structural Steel Work - Not Used |
| 287 | Building and Architectural Works - Not Used |
| 288 | Miscellaneous and Ancillary Works - Not Used |
| 289 | Slope Protection - Not Used |
| 290 | Monitoring Instruments |
| 291 | Supply, installation and commissioning of monitoring instrument as per Technical Specifications. |
| 292 | Load cells |
| 293 | -50t capacity |
| 294 | Convergence measuring tape |
| 295 | Convergance Bolt |
| 296 | Single point borehole extensometer |
| 297 | - Mechanical type |
| 298 | - Electrical type |
| 299 | Multi point borehole extensometer |
| 300 | - Mechanical type |
| 301 | - Electrical type |
| 302 | Diversion Cum Sediment Bypass Tunnel Gates & Hoists |
| 303 | Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Diversion tunnel Service & Maintenance gates (2 nos. fixed wheel type each) complete in all respect in accordance with specification and drawing. |
| 304 | Design, procurement, manufacturing, inspection, shop assembly, testing, transportation, site storage, site erection, testing and commissioning of Diversion tunnel Service & Maintenance gate embedded parts including reception frame & liners for 1.1 complete in all respect in accordance with specification and drawing. |
| 305 | Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Rope drum hoist for 1.1 complete in all respect in accordance with specification and drawing. |
| 306 | Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Hoist supporting structure for 1.1 complete in all respect in accordance with specification and drawing. |
| 307 | Mandatory Tools & tackles (As per PTS) |
| 308 | Mandatory Spare Parts (As per PTS) |
| 309 | Diversion Cum Sediment Bypass Tunnel Gates & Hoists |
| 310 | Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Diversion tunnel Service & Maintenance gates (2 nos. fixed wheel type each) complete in all respect in accordance with specification and drawing. |
| 311 | Design, procurement, manufacturing, inspection, shop assembly, testing, transportation, site storage, site erection, testing and commissioning of Diversion tunnel Service & Maintenance gate embedded parts including reception frame & liners for 1.1 complete in all respect in accordance with specification and drawing. |
| 312 | Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Rope drum hoist for 1.1 complete in all respect in accordance with specification and drawing. |
| 313 | Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Hoist supporting structure for 1.1 complete in all respect in accordance with specification and drawing. |
| 314 | Mandatory Tools & tackles (As per PTS) |
| 315 | Mandatory Spare Parts (As per PTS) |
| 316 | Diversion Cum Sediment Bypass Tunnel Gates & Hoists |
| 317 | Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Diversion tunnel Service & Maintenance gates (2 nos. fixed wheel type each) complete in all respect in accordance with specification and drawing. |
| 318 | Design, procurement, manufacturing, inspection, shop assembly, testing, transportation, site storage, site erection, testing and commissioning of Diversion tunnel Service & Maintenance gate embedded parts including reception frame & liners for 1.1 complete in all respect in accordance with specification and drawing. |
| 319 | Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Rope drum hoist for 1.1 complete in all respect in accordance with specification and drawing. |
| 320 | Design, procurement, manufacturing, inspection, shop assembly, testing, painting, transportation, site storage, site erection, testing and commissioning of Hoist supporting structure for 1.1 complete in all respect in accordance with specification and drawing. |
| 321 | SUB TOTAL FOR PRICE SCHEDULE-1 |
| 322 | SUB TOTAL FOR PRICE SCHEDULE-2 |
| 323 | SUB TOTAL FOR PRICE SCHEDULE-3 |
| 324 | SUB TOTAL FOR PRICE SCHEDULE-4 |
| 325 | SUB TOTAL FOR PRICE SCHEDULE-5 Please Enable Macros to View BoQ information |
