|
| 1 | DC/RC Drilling including Hiring Transportation , Erection , Dismantling with Loading and unloading of Rig and associated T&P complete in all respect including required all material labour & T&P etc Transportation. DC/RC Drilling up to 100Mtr. |
| 2 | 400 MMØ |
| 3 | 450 MMØ |
| 4 | 500 MMØ |
| 5 | 600 MMØ |
| 6 | DC/RC Drilling from 101 Mtr. To 200 Mtr.Deep |
| 7 | 400 MMØ |
| 8 | 450 MMØ |
| 9 | 500 MMØ |
| 10 | 600 MMØ |
| 11 | DC/RC Drilling from 201 Mtr. To 300 Mtr.Deep |
| 12 | 400 MMØ |
| 13 | 450 MMØ |
| 14 | 500 MMØ |
| 15 | 600 MMØ |
| 16 | DC/RC Drilling from 301 Mtr. To 400 Mtr.Deep & above |
| 17 | 400 MMØ |
| 18 | 450 MMØ |
| 19 | 500 MMØ |
| 20 | 600 MMØ |
| 21 | DTH Drilling upto 200.0 Mtr.Deep |
| 22 | 200/165 MMØ (in over burden/Hard Rock) |
| 23 | Development / Flushing of tubewell |
| 24 | Tubwell Assembly: |
| 25 | MSERW plain pipe of 7.1 mm thickness As per IS 4270 |
| 26 | 100 MMØ |
| 27 | 150 MMØ |
| 28 | 200 MMØ |
| 29 | 300 MMØ |
| 30 | MSERW Pipe slotted pipe of 7.1 mm thick as per IS 8110 |
| 31 | 100 MMØ |
| 32 | 150 MMØ |
| 33 | 200 MMØ |
| 34 | 300 MMØ |
| 35 | MS Ring- |
| 36 | 100 mm ø MS. Ring made by 150 mm x 12 mm Flat |
| 37 | 150 mm ø MS. Ring made by 150 mm x 12 mm Flat |
| 38 | 200 mm ø MS. Ring made by 150 mm x 12 mm Flat |
| 39 | 300 mm ø MS. Ring made by 175 mm x 16 mm Flat |
| 40 | MS Bail plug As per IS 2800 |
| 41 | 100 mm ø M.S. Bail Plug |
| 42 | 150 mm ø M.S. Bail Plug |
| 43 | 200 mm ø M.S. Bail Plug |
| 44 | 300 mm ø M.S. Bail Plug |
| 45 | Reducer- |
| 46 | 300 x 200 mm Reducer |
| 47 | 200 x 150 mm Reducer |
| 48 | 300 x 150 mm Reducer |
| 49 | 200 x 100 mm Reducer |
| 50 | 150 x 100 mm Reducer |
| 51 | MSSI Clamp- As per IS 2800 |
| 52 | 100 mm ø MS S.I. Clamp |
| 53 | 150 mm ø MS S.I. Clamp |
| 54 | 200 mm ø MS S.I. Clamp |
| 55 | 300 mm ø MS S.I. Clamp |
| 56 | TW Assy Support- |
| 57 | 100 mm ø Tubewell Assembly Support |
| 58 | 150 mm ø Tubewell Assembly Support |
| 59 | 200 mm ø Tubewell Assembly Support |
| 60 | 300 mm ø Tubewell Assembly Support |
| 61 | MS Well Cap- |
| 62 | 100 mm ø MS Well Cap |
| 63 | 150 mm ø MS Well Cap |
| 64 | 200 mm ø MS Well Cap |
| 65 | 300 mm ø MS Well Cap |
| 66 | Centre Guide- |
| 67 | Center guide for 150mm øTW Assembly |
| 68 | Center guide for 200mm ø TW Assembly |
| 69 | Lowering of above Tubewell assembly including Carting up to site and welding of parts complete in all respect with all required material T&P labour etc. |
| 70 | Lowering up to 100 Mtr. Deep |
| 71 | 100 MMØ MSERW Plane/Slotted Pipe |
| 72 | 150 MMØ MSERW Plane/Slotted Pipe |
| 73 | 200 MMØ MSERW Plane/Slotted Pipe |
| 74 | 300 MMØ MSERW Plain/Slotted Pipe |
| 75 | Lowering from 101 Mtr. To 200 Mtr. Deep |
| 76 | 100 MMØ MSERW Plane/Slotted Pipe |
| 77 | 150 MMØ MSERW Plane/Slotted Pipe |
| 78 | 200 MMØ MSERW Plane/Slotted Pipe |
| 79 | 300 MMØ MSERW Plane/Slotted Pipe |
| 80 | Lowering from 201 Mtr. To 300 Mtr. Deep |
| 81 | 100 MMØ MSERW Plane/Slotted Pipe |
| 82 | 150 MMØ MSERW Plane/Slotted Pipe |
| 83 | 200 MMØ MSERW Plane/Slotted Pipe |
| 84 | 300 MMØ MSERW Plane/Slotted Pipe |
| 85 | Lowering from 301 Mtr. To 400 Mtr. Deep & above |
| 86 | 100 MMØ MSERW Plane/Slotted Pipe |
| 87 | 150 MMØ MSERW Plane/Slotted Pipe |
| 88 | 200 MMØ MSERW Plane/Slotted Pipe |
| 89 | 300 MMØ MSERW Plane/Slotted Pipe |
| 90 | Logging of Borehole by Electric logging |
| 91 | Zone Testing for QPV Areas including all Materials , T&P and Labour etc for Completion of work.- |
| 92 | Cement Sealing for QPV Areas including all Materials , T&P and Labour etc for Completion of work.- |
| 93 | Supplying and unconsolidated packing of gravel with suitable size |
| 94 | Development of Tube well |
| 95 | Charges for Development by 150 PSI Compressor per hour including Transportation up to site, Installation, Dismantling with loading andunloading, etc. job complete in all respect |
| 96 | Charges for Development by 250 PSI Compressor per hour including Transportation up to site, Installation, Dismantling with loading and unloading, etc. job complete in all respect |
| 97 | Charges for Development by 350 PSI Compressor per hour including Transportation up to site, Installation, Dismantling with loading and unloading, etc. job complete in all respect |
| 98 | Charges for Development by 600 PSI Compressor per hour includingTransportation up to site, Installation, Dismantling with loading and unloading, etc. job complete in all respect |
| 99 | Charges for Development of TW by 0.5 Cusec OP Unit including Transportation up to site, Installation, Dismantling with loading and unloading, etc. job complete in all respect |
| 100 | Charges for Development of TW by 1 cusec OP Unit including Transportation up to site, Installation, Dismantling with loading and unloading, etc. job complete in all respect |
| 101 | Charges for Development of TW by 3 cusec OP Unit including Transportation up to site, Installation, Dismantling with loading and unloading, etc. job complete in all respect |
| 102 | SITC of Energy efficient AC Submersible Pumping plant with submersible flat cable of suitable length , main Piping & Valves with 08 nos Column Pipes , Distance piece for Rising Main and Bypass side,NRV cum Pump and Column Pipe Jointer, Power wiring, Chemical earthing , Painting, wiring of pump house (internal & External ) and Installation Job of Pumping Plant complete in all respect with all required material, T&P labour complete in all respect for following duties in Solar Powered Applications- |
| 103 | 5 HP (80 mm Dia size Main piping And valves) |
| 104 | 7.5HP (80 mm Dia size Main piping And valves) |
| 105 | 10 HP (100 mm Dia size Main piping And valves) |
| 106 | 12.5 HP (100 mm Dia size Main piping And valves) |
| 107 | 15 HP (150 mm Dia size Main piping And valves) |
| 108 | 17.5 HP (150 mm Dia size Main piping And valves) |
| 109 | 20 HP (150 mm Dia size Main piping And valves) |
| 110 | 25 HP (150 mm Dia size Main piping And valves) |
| 111 | 30 HP (150 mm Dia size Main piping And valves) |
| 112 | SITC of Energy efficient AC Submersible Pumping plant including Soft Starter with submersible flat cable of suitable length , main Piping & Valves with 8 Nos Column Pipes , Distance piece for Rising Main and Bypass side ,NRV cum Pump and Column Pipe Jointer, Power wiring, Chemical earthing , Painting, wiring of pump house (internal & External ) and Installation Job of Pumping Plant complete in all respect with all required material, T&P labour etc for following dutiesin Grid Powered Applications- |
| 113 | 5 HP (80 mm Dia size Main piping And valves) |
| 114 | 7.5HP (80 mm Dia size Main piping And valves) |
| 115 | 10 HP (100 mm Dia size Main piping And valves) |
| 116 | 12.5 HP (100 mm Dia size Main piping And valves) |
| 117 | 15 HP (150 mm Dia size Main piping And valves) |
| 118 | 17.5 HP (150 mm Dia size Main piping And valves) |
| 119 | 20 HP (150 mm Dia size Main piping And valves) |
| 120 | 25 HP (150 mm Dia size Main piping And valves) |
| 121 | 30 HP (150 mm Dia size Main piping And valves) |
| 122 | Pressure Transmitter |
| 123 | Chain Pulley Blocks |
| 124 | Chain Pulley Block - 1 tonne |
| 125 | Chain Pulley Block - 2 tonne |
| 126 | Sluice Valves |
| 127 | Electrically operated D.I. Sluice Valve Metal seated PN 1.0 dia 80 mm |
| 128 | Electrically operated D.I. Sluice Valve Metal seated PN 1.0 dia 100 mm |
| 129 | Electrically operated DI Sluice Valve metal seated PN 1.0 dia 150 mm |
| 130 | Electrically operated DI Sluice Valve Metal Seated PN 1.0 dia 200 mm |
| 131 | Providing and installation hydrostatic level sensor at all tubewellpumping system including all accessories etc. complete in all respect as per instructions of Engineer -in –charge. |
| 132 | SITC of Oil Cooled Servo Voltage Stabilizer (150-460 V Range with Protection Devices for High Low voltage Cut off , overload Protection included Oil filling , Earthing and Power Wiring etc Job complete in allrespect with all required material, T&P labour . |
| 133 | 7.5 KVA , |
| 134 | 10 KVA |
| 135 | 15 KVA |
| 136 | 20 KVA |
| 137 | 25 KVA |
| 138 | 30 KVA |
| 139 | 40 KVA |
| 140 | 50 KVA |
| 141 | 60 KVA |
| 142 | Electronic type chlorinating dosing system(1W+1S) with 6 LPH capacity 4kg/cm2working pressure with 200 Litres tank and valves pipes with all required accessories |
| 143 | Fluoride Removal Plant: Supplying installation testing commissioning of Fluoride removal plant for required capacity including transportation and labour charges as complete. (vendor have to select the technology based on capacity (Electrolytic-de fluoridation plant or media based system). Rates for400 KLD/ 500 LPM |
| 144 | Iron Removal Plant: Supplying installation testing commissioning of Iron removal plant which includes vessel media piping valves etc. for required capacity including transportation and labour charges as complete. Rates for400 KLD/ 500 LPM |
| 145 | Arsenic Removal Plant: Supplying installation testing commissioning of Arsenic removal plant which include vessel media piping valves etc. for required capacity including transportation and labour charges as complete. Rates for400 KLD/ 500 LPM |
| 146 | TDS and Hardness removal Plant : Supplying, installation, testing, commissioning of reverse osmosis plant which includes pump, micron cartridge filter, high pressure pump ,reverse osmosis membrane, cleaningsystem and required piping and valves etc. complete forrequired capacityincluding transportation and labour charges as complete. Rates for400KLD/ 500 LPM |
| 147 | Internal electrification of water works campus. |
| 148 | SITC of Solar power plant (for complete plant ) including solar panels , VFD , Structure, earthing of all electrical items , Balance of system with auxiliary load for field monitoring devices, arrangement of cleaning of solar panes, Interlocking pavement below solar panels andInstallation and commissioning with civil works etc. complete in all respect with required material T&P labour etc. |
| 149 | External electrification with 2 KW solar panel with inverter and 2nos of battery backup (150 AH) |
| 150 | SITC of Cable from Solar Plant up to tube well |
| 151 | Horticulture of entire Water Works premises |
| 152 | Construction of 1.3 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar the spacing between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m at the site of water works as per departmental type design and drawing andas per specifications given in the bid document including supply of allmaterials labour T&P etc for proper completion of work as per instructions of Engineer -in - charge. (Drawing No.D-1) |
| 153 | Supply and fixing of 3.6 m x 1.20 m MS gate including fabrication and supply of steel and construction of boundary wall pillars of size 1.35mx0.23mx0.23m with ornamental brick work 115mm th. around RCC as per departmental type design and drawing (Drawing No. D-1) and as per specifications laid down in the bid document including supply of all material labour T&P etc. required for proper completion ofwork as per instructions of Engineer- in-charge. |
| 154 | Supply and fixing of 1.2m wide MS wicket gate including fabrication and supply of steel and construction of boundary wall pillars etc. as per specifications laid down in the bid document including supply of allmaterial labour T&P etc. required for proper completion of work as per instructions of Engineer-in- charge. |
| 155 | Construction of Interlocking pavement for approach to water works as per departmental type design and drawing and as per specifications laid down in the bid document including supply of all materials labour T&P etc.required for proper completion of work as per instructions of Engineer -in -charge. |
| 156 | Construction of granular sub base by providing coarse grade materials spreading in uniform layers including watering and compaction complete. |
| 157 | Construction of WBM by providing grade materials spreading in uniform layers including watering and compaction complete. |
| 158 | Earth filling work for proper levelling of water work site in accordance with the contour map and Grid map of existing site enclosed (Drawing no.D-1) including levelling dressing excavation and filling of earth where necessary and also including all labour materials T&P etc. required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works asper instructions of Engineer -in - charge. |
| 159 | Provision for inside drain including supply of all materials labour and T & P etc. complete. |
| 160 | Provide all materials labour T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (2.5x1.8x3.0)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications for civil work given in the bid document including supply of all material labour and T&P etc complete as per instructions of Engineer -in - charge. |
| 161 | Provide all materials labour T&P etc. complete and construct Pump house size (2.5x3.0x3.0)m Chlorinating room size (1.8x1.2x3.0)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications for civil work given in the bid document including supplyof all material labour and T&P etc complete as per instructions of Engineer -in - charge. |
| 162 | Provide all materials labour T&P etc. complete and constructed Bye- pass chamber for pump house ( 1000 (L) x 1000 (W) x 1150 (H) mm ) drawing (drawing no.D-3) and as per the specifications for civil work given in the bid document including supply of all material labour and T&P etc complete as per instructions of Engineer -in -charge. |
| 163 | Supply of all materials labour T&P etc. for complete construction ofR.C.C. Over Head Tank of following capacity and staging above ground level with main components including cost of soil testing and assuming bearing capacity of soil as 8 MT with supply of design and drawings.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement coarse sand and stone grit as perI.S. 11682 and I.S.456Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase 1 m wide R.C.C. M30 balcony M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes One aluminum ladder inside the tank from top dome to bottom dome R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case supported on 50x50x6mmM.S. angle section spaced at intervals not more than 1.5m Proper ventilator at top dome in circular |
| 164 | 50 Kl 10 M Staging |
| 165 | 50 Kl 12 M Staging |
| 166 | 75 Kl 10 M Staging |
| 167 | 75 Kl 12 M Staging |
| 168 | 100 Kl 12 M Staging |
| 169 | 100 Kl 16 M Staging |
| 170 | 150 Kl 12 M Staging |
| 171 | 150 Kl 16 M Staging |
| 172 | 175 Kl 12 M Staging |
| 173 | 175 Kl 16 M Staging |
| 174 | 200 Kl 12 M Staging |
| 175 | 200 Kl 16 M Staging |
| 176 | 200 Kl 18 M Staging |
| 177 | 225 Kl 12 M Staging |
| 178 | 250 Kl 12 M Staging |
| 179 | 300 Kl 12 M Staging |
| 180 | 300 Kl 16 M Staging |
| 181 | 350 Kl 14 M Staging |
| 182 | 400 Kl 14 M Staging |
| 183 | 400 Kl 16 M Staging |
| 184 | 500 Kl 14 M Staging |
| 185 | Repair & retrofitting of 150 KL, 12 mtr staging height ESR @ 15% of new construction cost |
| 186 | Excavation of earth in ordinary soil (loam clay or sand) for pipe line and rising main trenches including lift up to 1.50 m and lead up to 50 mand refilling watering ramming of the excavated earth into the trench and also disposal of surplus earth up to 50m from the centre of the trenches including supply of all material labour T&P etc complete asper instructions of Engineer -in -charge. |
| 187 | ordinary soil |
| 188 | Mixed soil with Kankar |
| 189 | Soft rock |
| 190 | Hard rock |
| 191 | Supply of following sizes (D.I.) pipes for rising main/distribution system conformingtolatest/relevantI.S.8329/2000Specificationswithall jointingmaterialssuchasspecialsconformingtolatest/relevantI.S. specificationssuitableforD.IpipesasperIS-1239/2000andIS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading unloading and Carting up to site of work also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc.complete(includingtestingofpipelinesandcuttingofpipesformaking up the length but excluding the cost of trenches).all complete as per instructions of Engineer -in - charge. |
| 192 | 300 mm dia K-9 |
| 193 | 250 mm dia K-9 |
| 194 | 200 mm dia K-9 |
| 195 | 150 mm dia K-9 |
| 196 | 125 mm dia K-9 |
| 197 | 100 mm dia K-9 |
| 198 | 80 mm dia K-9 |
| 199 | 300 mm dia K-7 |
| 200 | 250 mm dia K-7 |
| 201 | 200 mm dia K-7 |
| 202 | 150 mm dia K-7 |
| 203 | 125 mm dia K-7 |
| 204 | 100 mm dia K-7 |
| 205 | 80 mm dia K-7 |
| 206 | Supplyoffollowingsizespipesfordistributionsystemconformingto latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest /relevant I.S. specifications includingF.O.R.destination and all taxes and insuranceetc.with loading unloading and Carting up to site of work also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost oftrenches) all complete as per instructions of Engineer -in - charge. |
| 207 | 90 mm dia HDPE Pipe PN-6: Class PE-100 |
| 208 | 75 mm dia HDPE Pipe PN-6: Class PE-100 |
| 209 | 63 mm dia HDPE Pipe PN-6: Class PE-100 |
| 210 | 110 mm dia HDPE Pipe PN-6: Class PE-100 |
| 211 | 125 mm dia HDPE Pipe PN-6: Class PE-100 |
| 212 | 140 mm dia HDPE Pipe PN-6: Class PE-100 |
| 213 | 160 mm dia HDPE Pipe PN-6: Class PE-100 |
| 214 | 180 mm dia HDPE Pipe PN-6: Class PE-100 |
| 215 | 200 mm dia HDPE Pipe PN-6: Class PE-100 |
| 216 | Supply and carting up to site of work of the following dia DI butterfly/sluice valves class I working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments including valve fittings & Dismantling Joints as per requirement F.O.R. destination and lowering them into the already prepared trenches fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance asper instructions of Engineer -in -charge. |
| 217 | Sluice valve - 300 mm dia |
| 218 | Sluice valve - 250 mm dia |
| 219 | Sluice valve - 200 mm dia |
| 220 | Sluice valve - 150 mm dia |
| 221 | Sluice valve - 125 mm dia |
| 222 | Sluice valve - 100 mm dia |
| 223 | Sluice valve - 80 mm dia |
| 224 | Scour valve - 80 mm dia |
| 225 | Scour valve - 100 mm dia |
| 226 | Scour valve - 150 mm dia |
| 227 | Scour valve - 200 mm dia |
| 228 | Scour valve - 250 mm dia |
| 229 | Pressure release valve |
| 230 | PRV 80 mm dia |
| 231 | PRV 100 mm dia |
| 232 | PRV 150 mm dia |
| 233 | Check Valve |
| 234 | Check Valve PN 1.0 DPCV dia 80 mm |
| 235 | Check Valve PN 1.0 DPCV dia 100 mm |
| 236 | Check Valve PN 1.0 DPCV dia 150 mm |
| 237 | Check Valve PN 1.0 DPCV dia 200 mm |
| 238 | Supply and installation testing etc. of single/double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance carting up to site of work and lowering them into the trenches fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials and Valve fittingsetc complete) as per instructions of Engineer. |
| 239 | 20 mm |
| 240 | 50 mm |
| 241 | 80 mm |
| 242 | 150 mm |
| 243 | Supply of under ground sluice value type fire hydrant consisting of 80 mm dia. sluice valve 80mm dia. tail pieces 80mm dia. duck foot bend and 80 mm dia. standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S. specifications including all taxes and insurance up to site of work and lowering them into the trenches fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials and Valve fittingsetc. complete as per instructions of Engineer -in - charge. |
| 244 | Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials labour T&P etc complete for proper completion of work as perinstructions of Engineer -in -charge. |
| 245 | Sluice valve chamber (masonry Type) |
| 246 | dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm |
| 247 | Sluice valve chamber (surface box Type) |
| 248 | Fire Hydrant chamber (750 (L) X 450 (W) X 1000 (H) mm) |
| 249 | Air Valve Chamber |
| 250 | 350 (L) x 350 (W) x 500 (H) mm |
| 251 | Scour Valve Chamber |
| 252 | dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm |
| 253 | PRV Valve Chamber - 1000 (L) x 1200 (W) x 1300 (H) mm |
| 254 | Design and construct Thrust Block made in R.C.C. with cement coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3 for pipe line including supply of MS reinforcement wrought to required shape as necessary its bending fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials labour T & P etc. required for proper completion of the work and as per specifications for RCC work as perinstructions of Engineer -in -charge. |
| 255 | Design and construct Thrust Block made in Reinforced Cement concrete (1:1.5:3) with graded stone chips (20 mm nominal size) including shuttering and reinforcement as per technical requirements. |
| 256 | Providing reinforcement of Thrust block for reinforced concrete work including distribution bars stirrups binders etc. initial straightening and removal of loose rust (if necessary) cutting to requisite length hooking and bending to correct shape placing in proper position andbinding with wire at every inter-section complete as per drawing and direction. |
| 257 | Provide all materials labour T&P etc. and construct single room staff quarter / office room at water works site identified by the Engineer-in- charge as per department type design and drawing and specifications of civil works laid down in the bid document including all material labour T&P etc complete for proper completion of work as per instructions ofEngineer -in -charge. (Drawing No.D-7) |
| 258 | Water recharge Mechanism within the water works campus |
| 259 | 3Mtr. Long Column Pipe as per IS 1239 with Necessary packings and nut & Bolts etc. |
| 260 | 80 mm Dia size - MS pipe |
| 261 | 100 mm Dia size - MS pipe |
| 262 | 150 mm Dia size - MS pipe |
| 263 | Installation of suitable capacity simple T.W. automation system to control operation of the pumping plant with respect to high/low water level in OHT and regulate Pressure with RTU panel , 7\" HMI screen,UPS with battery and stand for minimum 2 Hour backup , Protection device for phase Reversal for Grid powered Applications , surge device including enrgy meter inside the pump house with arrangement for communication of data with GSM and GPRS system to show required parameters including all accessories etc. complete in all respect as perinstructions of Engineer -in –charge. |
| 264 | Dismantling and Reinstatement of the following type of road surface with old and new materials including supply of all materials labourT&P etc. required for proper completion of the work as per instructions of Engineer -in -charge. |
| 265 | B.O.E. surface (50% of existing bricks to be reused) |
| 266 | Bituminous surface |
| 267 | Interlocking Road |
| 268 | C.C. Road |
| 269 | Provision for following types of Culvert crossing along the alignment of pipe line complete as per instructions of Engineer -in -charge. ( casing of pipe is done by concreting) |
| 270 | Nala/Culvert Crossing ( width -3.5 m) up to Dia. 300 mm |
| 271 | Trenchless crossings |
| 272 | Survey site Investigation Planning design Drawings as per State Road manual and vetting / checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m ) Road for of required dia Rising main pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit Dewatering arrangement Supporting system for soil also including supply and fixing of 2 no Sluice valve ISI Mark construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe as per specification given in the bid documents including supply of all materials labour T&P etc. for proper completion of work as perinstruction of Engineer. |
| 273 | Railway Line crossing (Upto Dia 350 mm) |
| 274 | National Highway road crossing (Upto Dia 350 mm) |
| 275 | State Highway road crossing (Upto Dia 350 mm) |
| 276 | Road Crossing - Excavation in foundation of trench of proper size in soil mixed with moorum Shingle Kankar soft rock hard rock including refilling dressing and ramming earth or sand or bajri ballast including providing supply carting lowering laying and jointing of casing pipe of RCC NP-3 with appropriate size with rubber ring joint sand filling in gap inside RCC pipe insertion of distribution pipe into the encasing pipe including supply of T&P including concrete of 150 mm thick in with 40mm gauge brick ballast local sand and cement in proportion of8:4:1 provision for barricading labour for traffic diversion etc. Complete for proper completion of work as per instruction of Engineer. |
| 277 | 50 mm dia. Pipe |
| 278 | 100 mm dia. Pipe |
| 279 | 150 mm dia. Pipe |
| 280 | 200 mm dia. Pipe |
| 281 | 250 mm dia. Pipe |
| 282 | 300 mm dia. Pipe |
| 283 | 350 mm dia. Pipe |
| 284 | 400 mm dia. Pipe |
| 285 | 450 mm dia. Pipe |
| 286 | 500 mm dia. Pipe |
| 287 | 600 mm dia. Pipe |
| 288 | Making house connection should be done at least 2 m inside the boundary wall with provision of tap from distribution line to outer wall of house with supply of 1 m above GL G.I. pipe ( 15 mm ) ( above ground) & average 5 mtr. MDPE Pipe ( 20 mm) ( below ground) including specials saddle Tap etc. of suitable size T&P etc. including excavation laying and jointing for proper completion of work as per instructions of Engineer as per Dwg. 12 ( excluding road restoration) |
| 289 | Construction of single tap pillar type stand post as per type design |
| 290 | Providing, fixing & jointing 25 mm size water meter as per IS:779/94 inG.I. pipe line including cutting and threading pipe including cost of water meter but excluding cost of specials in all respect complete. |
| 291 | CE/UL Certified battery operated Electromagnetic bulk flow meters with in build battery and data communication using 4G GPRS modem by MQTT protocol and remote monitoring. |
| 292 | 80mm |
| 293 | 100mm |
| 294 | 150mm |
| 295 | 200mm |
| 296 | 250mm |
| 297 | 300mm |
| 298 | 350mm |
| 299 | 400mm |
| 300 | 450mm |
| 301 | 500mm |
| 302 | Radar type Level transmitter |
| 303 | Complete cabling for tubewell inlcuding all power and control cables of all equipments at pumphouse and OHT |
| 304 | Master control system with PLC and Unlimited SCADA software , Large Video screen ,12\" HMI High Resolution , Redundent CPU Kit with memory Card ,Ethernet Module for communication ,GPRS Gateway for Data collect, Redundent power supply for PLC System , 3 KVA UPS , GSM/GPRS modem necessray firewall and protection devices, ethernet switch ,CCTV system with network video recorder, Surge Protection devices , Laptop for Engineering work station and Operating work station including 2 ton AC for control room andNecessary furniture for MCS Room etc. |
| 305 | soft starter |
| 306 | soft starter with RS485 port -400V,7.5KW Rating/ VCD |
| 307 | soft starter with RS485 port -400V,15KW Rating/ VCD |
| 308 | soft starter with RS485 port -400V,22KW Rating/ VCD |
| 309 | soft starter with RS485 port -400V,30KW Rating/ VCD |
| 310 | soft starter with RS485 port -400V,45KW Rating/ VCD |
| 311 | soft starter with RS485 port -400V,55KW Rating/ VCD |
| 312 | soft starter with RS485 port -400V,75KW Rating/ VCD |
| 313 | soft starter with RS485 port -400V,90KW Rating/ VCD |
| 314 | soft starter with RS485 port -400V,110KW Rating/ VCD |
| 315 | soft starter with RS485 port -400V,132KW Rating/ VCD |
| 316 | soft starter with RS485 port -400V,220KW Rating/ VCD |
| 317 | soft starter with RS485 port -400V,250KW Rating/ VCD |
| 318 | soft starter with RS485 port -400V,312KW Rating/ VCD |
| 319 | soft starter with RS485 port -400V,450KW Rating/ VCD |
| 320 | Auto phase reversal unit |
| 321 | Phase Corrector - 100 Amp rating |
| 322 | Phase Corrector - 125 Amp rating |
| 323 | Phase Corrector - 160 Amp rating |
| 324 | Phase Corrector - 200 Amp rating |
| 325 | Phase Corrector - 250 Amp rating |
| 326 | Phase Corrector - 315 Amp rating |
| 327 | Phase Corrector - 400 Amp rating |
| 328 | Phase Corrector - 500 Amp rating |
| 329 | Phase Corrector - 630 Amp rating |
| 330 | Radar type Level transmitter |
| 331 | Turbidity & Chlorine analyzer |
| 332 | Hydrostatic level sensor at all tubewell pumping system |
| 333 | Backfilling of abandoned tube well with available earth |
| 334 | Supply and lowering of 90 mm dia UPVC gravel feed pipe |
| 335 | Control Panel - control panel for all power equipments with IP 54 protection |
| 336 | Elec. Testing - Installation testing and commissioning |
| 337 | Charges for Power Connection from UP PCL |
| 338 | Spare Pump |
| 339 | SITC of 7.5KVA DG set for a lean period of 45 days. |
| 340 | SITC of 10KVA DG set for a lean period of 45 days. |
| 341 | SITC of 15KVA DG set for a lean period of 45 days. |
| 342 | SITC of 20KVA DG set for a lean period of 45 days. |
| 343 | SITC of 25KVA DG set for a lean period of 45 days. |
| 344 | SITC of 30KVA DG set for a lean period of 45 days. |
| 345 | SITC of 40KVA DG set for a lean period of 45 days. |
| 346 | SITC of 45KVA DG set for a lean period of 45 days. |
| 347 | SITC of 50KVA DG set for a lean period of 45 days. |
| 348 | SITC of 62.5KVA DG set for a lean period of 45 days. |
