|
| 1 | Sewer Laying |
| 2 | Excavation in foundation in ordinary soil (loam, clay & sand) including lift upto 1.5m and lead upto 50m watering & rammin of excavated earth into the tranches or into the space between the building and the sidesw of the foundatio or into the plinth and disposal of surplus earth upto a distance of 50m from centre of trenches. |
| 3 | 0.00 to 1.50 m |
| 4 | 1.50 to 3.00 m |
| 5 | 3.00 to 4.50 m |
| 6 | 4.50 to 6.00 m |
| 7 | 6.00 to 7.50 m |
| 8 | Providing and laying granual material (graded stone aggregate 40mm nominal size) including watering, ramming consolidating and dressing complete- All work up to plinth level : |
| 9 | In Granular Bedding |
| 10 | Providing lay in Plain Cement Concrete in following proportion in foundation and floor including supply of all materials, labour, T&P etc. complete required for the work 1:4:8 with coarse sand and 4cm gauge stone ballast. |
| 11 | Same as above but 1.5-3.0 m BGL |
| 12 | Same as above but 3.0-4.5 m BGL |
| 13 | Same as above but 4.5-6.0 m BGL |
| 14 | Same as above but 6.0-7.5 m BGL |
| 15 | Providing lay in Plain Cement Concrete in following proportion in foundation and floor including supply of all materials, labour, T&P etc. complete required for the work 1:2:4 with coarse sand and 4cm gauge stone ballast. |
| 16 | Same as above but 1.5-3.0 m BGL |
| 17 | Same as above but 3.0-4.5 m BGL |
| 18 | Same as above but 4.5-6.0 m BGL |
| 19 | RCC work with cement, coarse sand and graded stone aggregate 20mm nominal size in proportion of 1:1.5:3 excluding supply of the reinforcement and its bending but including its fixing and binding with 0.5mm thick binding wire (to be supplied by the contractor) & including necessary centering and shuttering, supply of all materials labour, T&P etc. required for proper completion of work. |
| 20 | In RCC Bedding |
| 21 | Same as above but 4.5-6.0 m BGL |
| 22 | Same as above but 6.0-7.5 m BGL |
| 23 | In Boxing of Joint |
| 24 | Mild steel or iron work in R.C.C. work wrought to required shape as necessaty including bending for proper completion of work including supply of steel & wastage etc. |
| 25 | Provide all material ,labour and T&P etc. fixing of open timbering in trenches with 50 mm thick country wood planks, 150 X 75 mmsize sal wood wallers and 125mm dia. sal wood ballies for struts 1.5 m c/c including removal of all timbering after aying of sewer etc. all complete. |
| 26 | A. Open Timbering(0.0 TO 3.00m) |
| 27 | Provide all material ,labour and T&P etc. fixing of Closed timbering in trenches with 50 mm thick country wood planks, 150 X 75 mmsize sal wood wallers and 125mm dia. sal wood ballies for struts 1.5 m c/c including removal of all timbering after aying of sewer etc. all complete. |
| 28 | A. Close Timbering(0.00 TO 3.00m) |
| 29 | B. Close Timbering(3.00 TO 6.00m) |
| 30 | i. Close timbering left in trenches Used(3.00 TO 6.00m) |
| 31 | ii. Close timbering left in trenches Unused(3.00 TO 6.00m) |
| 32 | C. Close Timbering(6.00 TO 9.00m) |
| 33 | Disposal of surplus earth with municipal limits upto a distance of 8 km as per direction of E/I. |
| 34 | Providing non-pressure AC Pipe Class-2 with 1 No. AC Coupling with a set of three rubber ringsincluding testing of joints etc. complete. |
| 35 | 200mm dia |
| 36 | 250mm dia |
| 37 | Supply of R.C.C NP-3 pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. Cost includes supply of rubber ring/gasket etc. |
| 38 | 250mm dia |
| 39 | 300mm dia |
| 40 | 350mm dia |
| 41 | 700mm dia |
| 42 | Supply of R.C.C NP-4 pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 Coarse sand) including testing of joints etc. complete. |
| 43 | 250mm dia |
| 44 | 300mm dia |
| 45 | 350mm dia |
| 46 | 700 mm dia |
| 47 | Carting laying jointing and fill testing from (upto 8km) the following sizes of R.C.C NP-3 pipes and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient including testing of pipeline (but excluding cost of trenching and cuting of pipes etc. for making of lengths but including making joint. |
| 48 | 0.00 to 1.50 m |
| 49 | 200mm dia |
| 50 | 250mm dia |
| 51 | 1.50 to 3.00 m |
| 52 | 200mm dia |
| 53 | 250mm dia |
| 54 | 300mm dia |
| 55 | 350mm dia |
| 56 | 3.00 to 4.50 m |
| 57 | 200mm dia |
| 58 | 250mm dia |
| 59 | 300mm dia |
| 60 | 350mm dia |
| 61 | 700 mm dia |
| 62 | 4.50 to 6.00 m |
| 63 | 250mm dia |
| 64 | 700mm dia |
| 65 | 6.00 to 7.50 m |
| 66 | 250mm dia |
| 67 | 300mm dia |
| 68 | 350mm dia |
| 69 | 700mm dia |
| 70 | Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or any suitable mechanical technology or technology approved by Railway below ground at all depth under running traffic condition as per railway/department 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 equipment’s 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 (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB\"s. Providing MS cutting edges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. Note- 1. All pipe used for trenchless must have Protective coating/ lining as per suitable IS code 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the anhole /inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. |
| 71 | 500mmMS pipe with thickness not less than 12 mm |
| 72 | 4.5 - 6.0 BGL |
| 73 | 6.0 - 7.5 BGL |
| 74 | 7.5 - 9.0 BGL |
| 75 | 700mm MS pipe with thickness not less than 14 mm |
| 76 | 4.5 - 6.0 BGL |
| 77 | 6.0 - 7.5 BGL |
| 78 | 800mm MS pipe with thickness not less than 14 mm |
| 79 | 6.0 - 7.5 BGL |
| 80 | 7.5- 9.0 BGL |
| 81 | Supply of all materials, labour, T & P etc. and constructing Brick circular M.H. of following sizes as type design and drawing including dewatering etc comp. (as per unit estimate) |
| 82 | Circular Type 0.00 to 1.65 m (900mm dia) |
| 83 | Circular Type 1.66 to 2.30 m (1200mm dia) |
| 84 | Circular Type 2.31 to 3.00 m (1500mm dia) |
| 85 | Circular Type 3.00 to 4.00 m (1500mm dia) |
| 86 | Circular Type 4.00 to 5.00 m (1500mm dia) |
| 87 | Circular Type 5.00 to 6.00 m (1500mm dia) |
| 88 | Circular Type 6.00 to 7.00 m (1500mm dia) |
| 89 | Supply of all materials, labour, T & P etc. and constructing RCC circular M.H. of following sizes as type design and drawing including dewatering. (as per unit estimate) |
| 90 | Circular Type 7.00 to 8.00 m (1500mm dia) |
| 91 | Circular Type 8.01 to 9.00 m (1500mm dia) |
| 92 | Supply of all material labour and T&P etc. and providing barricading of open trenche. |
| 93 | Cutting of Road in sewer laying |
| 94 | Bitumen Road |
| 95 | CC Road |
| 96 | BOE Road |
| 97 | Interlock Tile Road |
| 98 | Reinstatment of road in sewer laying as per PWD/Jal Nigam specification |
| 99 | Bitumen RoadFor Nagar Nigam |
| 100 | Bitumen RoadFor PWD |
| 101 | CC Road (230 mm thick) |
| 102 | CC Road (280 mm thick) |
| 103 | BOE Road |
| 104 | Tile Road |
| 105 | Local Sand Filling in Trenches on PWD roads and For sewer laid at depth more than 4 m Below ground Level |
| 106 | Shifting of 11 Kv underground electrictity cable including supply of all materials, labour, Charges to Electricity department and T&P all etc. |
| 107 | Shifting of 33Kv underground electrictity cable including supply of all materials, labour, Charges to Electricity department and T&P all etc. |
| 108 | Dewatering of Subsoil Water from 4.5 m to 6 mtr depth BGL |
| 109 | Dewatering of Subsoil Water from 6 m to 9 mtr depth BGL |
| 110 | Siffting of Following HDPE and DI K 7 pipe including supply of all material labour T&P with all jointing materials etc comp . |
| 111 | 90 mm dia HDPE |
| 112 | 110 mm dia HDPE |
| 113 | 140 mm dia HDPE |
| 114 | 160 mm dia HDPE |
| 115 | 200 mm dia DI K-7 |
| 116 | 250 mm dia DI K-7 |
| 117 | 300 mm dia DI K-7 |
| 118 | 350 mm dia DI K-7 |
| 119 | 400 mm dia DI K-7 |
| 120 | Dismentling of following type of road and stacking of useful materials including supply of all materials, labour, T&P etc. complete. |
| 121 | BOE Road |
| 122 | C.C. Road |
| 123 | Bitumen Road |
| 124 | Interlocking |
| 125 | Reinstatement of following type road As per PWD |
| 126 | BOE Road |
| 127 | C.C. Road |
| 128 | Bitumen Road |
| 129 | Interlocking |
| 130 | Supply of all materials, labour T&P and provide Inter connection of new pipe line with old existing pipe line. |
| 131 | SEWER HOUSE CONNECTION |
| 132 | Dismanting of different type of road surfaces:- |
| 133 | C.C. Roads |
| 134 | Bitumin road |
| 135 | Interlocking tiles |
| 136 | BOE roads |
| 137 | Reinstatement of Road Surface |
| 138 | C.C. Roads |
| 139 | Bitumin road |
| 140 | Interlocking tiles |
| 141 | BOE roads |
| 142 | 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) |
| 143 | Construction of Sewer Connecting Chamber of size 60 x 60 x 75 cm |
| 144 | Construction of House Connecting Chamber of size 30 x 30 x 45 cm |
| 145 | Making Domestic Sewer connection using 120mm (OD) PN 6 HDPE Pipe from H.C.C to S.C.C |
| 146 | Laying of Sewer line from Sewer Inter connecting chamber to Manhole using 160mm dia PN 6HDPEpipe. 25 % houses in Narrow lanes. |
| 147 | Laying of Sewer line from Sewer Inter connecting chamber to Manhole using 150mm dia AC MAZZA Class IIpipe. 75 % Houses |
| 148 | Making Domestic Sewer connection using 120mm (OD) PN-6 HDPE Pipe from house collecting grey and black water to H.C.C (75 % of household) |
| 149 | Making Domestic Sewer connection using 120mm (OD) PN-6 HDPE Pipe from house collecting grey and black water to Manhole Direct without Connection to I.C.C. (25 % of house hold) |
| 150 | Construction ofscreen channel including excavation, P.C.C. with cement, coarse sand, stone ballast 40 mm (1:4:8), R.C.C. with cement, coarse sand, stone ballast 20 mm (1:1.5:3) and using HYSD 500 TMT bars as per type drawing and design etc. complete |
| 151 | Screen channel before IPS-1 |
| 152 | Screen channel before IPS-2 |
| 153 | Construction ofsumpwell at IPS including excavation R.C.C. work using cement, coarse sand and graded aggregate 20 mm (1:1.5:3), P.C.C. work with cement, coarse sand and stone ballest 40 mm (1:2:4) also using HYSD 500 TMT bars as per type drawing and design |
| 154 | Sump well at IPS-1, size 7.00 m dia x 10.55 m deep |
| 155 | Sump well at IPS-2, size 10.00 m dia x 11.06 deep |
| 156 | Excavatrion in foundation in ordinary soil (loam, clay & sand) including lift upto 1.5m and lead upto 50m watering & rammin of excavated earth into the tranches or into the space between the building and the sidesw of the foundatio or into the plinth and disposal of surplus earth upto a distance of 50m from centre of trenches. |
| 157 | Supply of DI Pipes, class K-9 with rubber gasket, conforming to IS:8329, FOR destination (store at Loni) including all taxes and insurance etc. complete. |
| 158 | 750 mm dia pipe IPS-3 to STP |
| 159 | 250mm dia pipe IPS-4 to MH:TM-58 |
| 160 | Supply of specials such as duck foot bends tail pieces, bends etc. @10% of item no. 2 |
| 161 | Carting laying jointing and fill testing from store (upto 8km) the following sizes of D.I. Pipes (Class K-9) and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient including testing of pipeline (but excluding cost of trenching and cuting of pipes etc. for making of lengths but including making joint. |
| 162 | 750mm dia. |
| 163 | 250mm dia. |
| 164 | RCC work with cement, coarse sand and graded stone aggregate 20mm nominal size in proportion of 1:1.5:3 excluding supply of the reinforcement and its bending but including its fixing and binding with 0.5mm thick binding wire (to be supplied by the contractor) & including necessary centering and shuttering, supply of all materials labour, T&P etc. required for proper completion of work. |
| 165 | Thrust Block |
| 166 | Mild steel or iron work in R.C.C. work wrought to required shape as necessaty including bending for proper completion of work including supply of steel & wastage etc. |
| 167 | Dismantling of roads for laying of pipe line including sorting out and stacking of serviceable materials,stacking and disposal of unserviceable materials upto a distance of 50 m. |
| 168 | BT Road |
| 169 | Reinstatement of following type of roads dismantled during laying of pipe line including supply of all materials, labour and T & P etc. required for proper completion of the work. |
| 170 | BT Road |
| 171 | Air / Vacuum relies valves specially for sewerage services and size as per OEM. Manually controlled isolation valve for rising main. |
| 172 | 20mm dia |
| 173 | Providing & construction of Air Valve Chamberas per unit estimate. |
| 174 | size 350x350x500mm |
| 175 | Providing & construction of Flow Meter Chamberas per detailed estimate. |
| 176 | Size 1.5x1.00x2.00 m |
| 177 | Providing & construction of Combined Chamber for Sluice Valve, NRV & Air Valve size 2.50 x 1.50 x 2.00m as per detailed estimate. |
| 178 | Crossing Railway Line by trenchless technology with 750 MM DI K 9 Carrier , 1000 MM & 1200 MM dia MS pipe as Casing. Including supply of pipe and all material, labour and T&P. |
| 179 | Construction of Staff Quarter as per approved design and drawing from department |
| 180 | Construction of Meter Room Size (3.0mx 3.0m x 4.50m) as per detailed estimate. |
| 181 | Construction of L.T. Panel Room Size (5.0mx 4.0m x 4.50m) as per detailed estimate. |
| 182 | Construction of H.T. Panel Room Size (5.0mx 4.0m x 4.50m) as per detailed estimate. |
| 183 | Portable Bio Toilet |
| 184 | Construction of Pump House (6.0 m x 5.0 m) |
| 185 | Construction of D.G. Platform Size-8.00mx2.50m, 2Nos. |
| 186 | Site development including levelling, dressing & horticulture etc. complete. |
| 187 | Storm Water Drain at IPS Site |
| 188 | Providing & Construction of Boundary Wall as per unit estimate. Pile and RCC column foundation |
| 189 | Providing & Construction of Boundary Wall as per unit estimate. Brickwork |
| 190 | 25mm th. PCC 1:2:4 floor with cement, coarse sand and 20mm gauge stone ballast with base concrete (75mm th.) 1:4:8 cement, local sand and brick ballast of 40mm gauge. |
| 191 | Supply and Fixing 3.6m wide iron gate and with pillars. As per Unit Estimate. |
| 192 | Providing & Construction of 4.0m wide C.C. Road |
| 193 | Internal Road & Approach Road |
| 194 | Rain Water Harvesting at IPS Site. |
| 195 | E / M works |
| 196 | IPS -3 |
| 197 | Pumping Plant |
| 198 | SITC of submersible non clog pump single stage having two vanes semi open shrouded impeller coupled with submersible motor of 4600 LPM, Rating 415 Volt ±10%,3 phase 50 Hz, solid handling capacity 100mm, suitable to pump sewage with an specific gravity =1.05 ( approx) having following construction of material.Casing-2% Ni Cl. IS.210 grade F.G.220 with hardness 275 BHN.Impeller-Stainless steel CF-8M shaft-stainless steel AISI-410 Discharge of Pump 4600 LPM Speed=1500 RPM along with all required accessories and mounting arrangeents e.gGuide Pipe, Lifting Chain, Clamps,Foundation, Required Sensors, Power and Control Cables upto 50 M distance complete in all respects. |
| 199 | Soft starter suitable for operation on 400 ± 10% volts,3 phase, 50 Hz,AC supply suitable for starting and running of Above electric motor and suitable for 8 to 12 starts and stops per Hr. |
| 200 | Motor Control Panel for Pumping Plant |
| 201 | MS sheet fabricated factory wired dust & vermin proof cubical and floor mounting type control panel Scada Compatible comprising of 1 nos. ACB incomer cubical panel incoming from LT Switchgear Panel and another 01 No. incomer from DG AMF Panel having electronic interlock arrangements along with 6 nos. outgoing for pumps with 200 Amp MCCB and 3 nos. outgoing for misc. loads (L&F etc.) with 100/63/32 Amp MCCB/MCB. The Panel Must consist of Inbuilt or Seperate Control Panel consisting of Features like. Auto Start and Stop of Motor Pumpset in accordance to Sump Level, Motor Protection Relays, Under Voltage, Over Voltage and Thermal Protection, Over Curret Protection, Earth Fault Protection, Short Circuit Protection etc complete in all Respect with touch Display. |
| 202 | Main Pipings and Valves |
| 203 | Sluice Valve 200mm with actuator for pumps |
| 204 | Sluice Valve 400mm dia with actuator for Common Header |
| 205 | Reflux valve 200mm dia N.B. |
| 206 | Reflux valve 400mm dia N.B. For Common Header |
| 207 | Dismantling joints.200mm |
| 208 | Dismantling joints.400mm |
| 209 | Level Sensor and Level switches |
| 210 | Column Pipe for Pumps with Common Header havng CI Pipes & Fitting with enlarger, distance piece of different size, 90 deg. Bend, all flange tee, DF pipe suitable Size 3 m, 2m & 1 M, Reducer/Enlarger, Blind Flange, Common Header etc complete in all respects for complete IPS. |
| 211 | Nut bolts & washer S.S. and M.S. with Required Rubber Packings |
| 212 | Pressure Transmitter |
| 213 | Provision for 400 mm dia electromagnetic flow meter complete with display unit including power cable installation testing & commissioning suitable to measure . |
| 214 | Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (630 Amps) or as per actual design for complete IPS load |
| 215 | Complete Cabling for IPS including all power & control cable of all equipments at IPS . |
| 216 | SITC of E.O.T. crane of 5 tonne capacity along with gantry girders, chain pulley, block and geared trolley suitable for 10 m span with SS chain, 15m clear lift complete in all respect for pump house. Detailed specifications are as below confirming to I.S. 3177 and I.S.3832 Indef make chain Pulley Block Capacity 5 Tone with 10 mts lift and hand chain of 6 meters along with indef make traveling trolley capacity 5 Tone with 6 m hand chain fitted on gantry Girders and transverse movement rail arrangement. |
| 217 | Toolbox of 30\"x18\"x11\"Fabricated from 18 Gauge MS sheet fuly black painted comprising of followings. Ring Spanner of 12 PCs-1Set, D/E Spanners of 12 PCs-1Set, Adjustable wrench12\"-1No., Pipe wrench 24\"size-12No., Pipe wrench 18\" size-1No, Pipe wrench 12\" Size-1No.,Bearing Puller-1No.,Crimpling Tools upto 400mm², Heavy duty sockets 20mm to 50mm-1Set, Chain wrench 36\"-2Nos.Omsi;ated plier-1No.L&Key set-1Set,Screwdriver-1Set,Insulation Resistance Tester upto 5000V, Continuity Tester-1 No, Multimeter-1 NO,Rotary oil pump-1 No. Plier Set-1 No Etc. as per Direction of Engineer in-Charge and to cater Operation and Maintenance Works of all Equipments installed. |
| 218 | Fire Extinguisher arrangements confirming to ISS and as per site requirements. |
| 219 | 12.5/25mm thick Rubber Electric Resistance sheet as per ISS for LT&H.T Panels and Starters as Per Design and Requirements |
| 220 | Miscellaneous Items Such as First Aid Box, Steel Almirah of 6’x3’in 20 Gaugesheet, Required Furniture, Steel Tubular chair, Steel tubular table, Fire Stand with bucketsalong with Required Temporary Site Office Arrangement with desktop, computer, Printer, Computer/SCADA Opearator and Stationary, Vehicle for watch and Ward During Construction and Trail Run Upto Handover |
| 221 | Installation & Commissioning of all 6 Nos. Pump set, starters,Piping & Valves, Gauges as mentioned in above including proper Cabling, Termination and earthing, required chequered plate complete in all Respect |
| 222 | Testing of each pumps at manufacturer works and also at site. |
| 223 | Painting of all pumps piping and valves with two coat black enamel paint. |
| 224 | Internal and External internal wiring of pump house H.T. Room L.T. control room, Meter Room, D.G.Room, Store and staff quarters with Lights, Fan, Exhaust Fans and Accessories Complete in all Respect |
| 225 | Pole Mounted Solar based campus lighting with battery bank |
| 226 | Construction of trusses with the help of M.S. Channels, M.S. angle irons, nut bolts and rivets as required for supporting the out going and common header line in the pump house in single stream for the pumps to be installed. |
| 227 | SITC of water supply arrangements with Mini tubewell 100mm PVC pipe including submersible pump of suitable size for campus water requirement complete in all respect e.g water tank, piping arrangements. |
| 228 | Manual Bar Screen |
| 229 | SITC of suitable fixed type manual coarse bar screen for Peak Flow having 20mm bar spacing, 10mm bar thickness and angle of installation 60° ,MOC-SS-304. |
| 230 | Mechanical Bar screen |
| 231 | SITC of SCADA Compatible suitable multirake coarsebar screen having 20 mm bar spacing , 10 mm bar thickness, MOC- SS-304.and angle of installation 75° duly followed with diffrential level sensor arrangement conveyor system including electric motor, starter, cable etc of suitable size as per latest IS and direction of Engineer In Charge |
| 232 | Sluice Gate |
| 233 | SITC of SCADA Compatible Suitable C.I.Sluice gate as per actual design requirements confirming to IS13349/92 or AWWA AC-501 having F shaped wall thimble mounted , Actuator operated, upward opening, rising spindle type,flush bottom closure arrangement, open top frame gate with Positioning card |
| 234 | Electric Substation |
| 235 | SITC of 11/0.415 KV Electric Substation with 01 working + 01 Standby Electric Transformer as per actual Design Requirements along with 11 KV HT Switchgear Panel with 1 Incomer and 2 Outgoing VCB Panel with all required protections. The switchgear panel consists of Bus-Coupler along with electronic interlock, metering arrangements, DC power supply/ SMPS, Gravel Filling, Neutral Grounding, Fencing around substation, Fire fighting arrangements, required power and control cabling, route markup, cable trenches, cable tray arrangements, complete in all respects |
| 236 | SITC of SCAD compatible LT Switch gear Panel with 02 Nos. incomer from 02 Transformers and 01 No outgoing cubical with all required protections and smart energy metering arrangements. The job also includes required power and control cables, Cable trenches, cable trays, earthing arrangements etc complete in all respects |
| 237 | Floor mounting extensible type dust and vermin proof APFC Panel with auto power factor correction relay, LT contactors suitable size capacitor bank,TP switch fuse unit complete with internal wiring suitable for 315 KVA load. The capacity of power capacitor bank will be suitable to improve the power factor uo to 0.99 |
| 238 | DG Sets |
| 239 | SITC of DG Sets with reuired foundation, anti vibration mounting arrangements, earthing, SCADA compatible AMF Panel, Synchronizing panel, power and control wiring, cable tray and trenches complete in all respects with exhaust piping arrangements as per UPPCB Norms. |
| 240 | Necessary approval from Electrical Safety Department for IPS Substation and Swithgears |
| 241 | Trial & Run of IPS |
| 242 | HSD Oil During Trail and Run Period |
| 243 | SCADA of IPS with all Required Hardware like RTU, Comunication Devices, firewall, Surge arrester etc along with required Software, Field Instruments and interconnection of differtent equipments e.g Motor, Pumpset, Energymeter, Switchgear, DG Set, Flowmeter, Valves, Gate, Screen etc complete job in all respects |
| 244 | Trial & Run upto handing over of IPS with required arrangements of operator, other consumables for maintenance, Required Labour, TnP, Vehicles Complete in all respects |
| 245 | IPS -4 |
| 246 | Pumping Plant |
| 247 | SITC of submersible non clog pump single stage having two vanes semi open shrouded impeller coupled with submersible motor of 7400 LPM, Rating 415 Volt ±10%,3 phase 50 Hz, solid handling capacity 100mm, suitable to pump sewage with an specific gravity =1.05 ( approx) having following construction of material.Casing-2% Ni Cl. IS.210 grade F.G.220 with hardness 275 BHN.Impeller-Stainless steel CF-8M shaft-stainless steel AISI-410 Discharge of Pump 4600 LPM Total Head= 50 m Speed=1500 RPM along with all required accessories and mounting arrangeents e.gGuide Pipe, Lifting Chain, Clamps,Foundation, Required Sensors, Power and Control Cables upto 50 M distance complete in all respects. |
| 248 | Soft starter suitable for operation on 400 ± 10% volts,3 phase, 50 Hz,AC supply suitable for starting and running of above electric motor and suitable for 8 to 12 starts and stops per Hr. |
| 249 | Motor Control Panel for Pumping Plant |
| 250 | MS sheet fabricated factory wired dust & vermin proof cubical and floor mounting type control panel Scada Compatible comprising of 1 nos. ACB incomer cubical panel incoming from LT Switchgear Panel and another 01 No. incomer from DG AMF Panel having electronic interlock arrangements along with 6 nos. outgoing for pumps with 400 Amp MCCB and 6 nos. outgoing for misc. loads (L&F etc.) with 100/63/32 Amp MCCB/MCB. The Panel Must consist of Inbuilt or Seperate Control Panel consisting of Features like. Auto Start and Stop of Motor Pumpset in accordance to Sump Level, Motor Protection Relays, Under Voltage, Over Voltage and Thermal Protection, Over Curret Protection, Earth Fault Protection, Short Circuit Protection etc complete in all Respect with touch Display. |
| 251 | Main Pipings and Valves |
| 252 | Sluice Valve 150mm with actuator for pumps |
| 253 | Sluice Valve 250mm dia with actuator for Common Header |
| 254 | Reflux valve 150mm dia N.B. |
| 255 | Reflux valve 250mm dia N.B. For Common Header |
| 256 | Dismantling joints.150mm |
| 257 | Dismantling joints.250mm |
| 258 | Level Sensor and Level switches |
| 259 | Column Pipe for Pumps with Common Header havng CI Pipes & Fitting with enlarger, distance piece of different size, 90 deg. Bend, all flange tee, DF pipe suitable Size 3 m, 2m & 1 M, Reducer/Enlarger, Blind Flange, Common Header etc complete in all respects for complete IPS. |
| 260 | Nut bolts & washer S.S. and M.S. with Required Rubber Packings |
| 261 | Pressure Transmitter |
| 262 | Provision for 250 mm dia electromagnetic flow meter complete with display unit including power cable installation testing & commissioning suitable to measure . |
| 263 | Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (630 Amps) or as per actual design for complete IPS load |
| 264 | Complete Cabling for IPS including all power & control cable of all equipments at IPS . |
| 265 | SITC of H.O.T. crane of 2 tonne capacity along with gantry girders, chain pulley, block and geared trolley suitable for 10 m span with SS chain, 15m clear lift complete in all respect for pump house. Detailed specifications are as below confirming to I.S. 3177 and I.S.3832 Indef make chain Pulley Block Capacity 5 Tone with 10 mts lift and hand chain of 6 meters along with indef make traveling trolley capacity 5 Tone with 6 m hand chain fitted on gantry Girders and transverse movement rail arrangement. |
| 266 | Toolbox of 30\"x18\"x11\"Fabricated from 18 Gauge MS sheet fuly black painted comprising of followings. Ring Spanner of 12 PCs-1Set, D/E Spanners of 12 PCs-1Set, Adjustable wrench12\"-1No., Pipe wrench 24\"size-12No., Pipe wrench 18\" size-1No, Pipe wrench 12\" Size-1No.,Bearing Puller-1No.,Crimpling Tools upto 400mm², Heavy duty sockets 20mm to 50mm-1Set, Chain wrench 36\"-2Nos.Omsi;ated plier-1No.L&Key set-1Set,Screwdriver-1Set,Insulation Resistance Tester upto 5000V, Continuity Tester-1 No, Multimeter-1 NO,Rotary oil pump-1 No. Plier Set-1 No Etc. as per Direction of Engineer in-Charge and to cater Operation and Maintenance Works of all Equipments installed. |
| 267 | Fire Extinguisher arrangements confirming to ISS and as per site requirements. |
| 268 | 12.5/25mm thick Rubber Electric Resistance sheet as per ISS for LT&H.T Panels and Starters as Per Design and Requirements |
| 269 | Miscellaneous Items Such as First Aid Box, Steel Almirah of 6’x3’in 20 Gaugesheet, Required Furniture, Steel Tubular chair, Steel tubular table, Fire Stand with bucketsalong with Required Temporary Site Office Arrangement with desktop, computer, Printer, Computer Opearator and Stationary, Vehicle for watch and Ward During Construction and Trail Run Upto Handover |
| 270 | Installation & Commissioning of all 6 Nos. Pump set, starters,Piping & Valves, Gauges as mentioned in above including proper Cabling, Termination and earthing, required chequered plate complete in all Respect |
| 271 | Testing of each pumps at manufacturer works and also at site. |
| 272 | Painting of all pumps piping and valves with two coat black enamel paint. |
| 273 | Internal and External internal wiring of pump house H.T. Room L.T. control room, Meter Room, D.G.Room, Store and staff quarters with Lights, Fan, Exhaust Fans and Accessories Complete in all Respect |
| 274 | Pole Mounted Solar based campus lighting with battery bank |
| 275 | Construction of trusses with the help of M.S. Channels, M.S. angle irons, nut bolts and rivets as required for supporting the out going and common header line in the pump house in single stream for the pumps to be installed. |
| 276 | SITC of water supply arrangements with Mini tubewell 100mm PVC pipe including submersible pump of suitable size for campus water requirement complete in all respect e.g water tank, piping arrangements. |
| 277 | Manual Bar Screen |
| 278 | SITC of suitable fixed type manual coarse bar screen for Peak Flow having 20mm bar spacing, 10mm bar thickness and angle of installation 60° ,MOC-SS-304. |
| 279 | Mechanical Bar screen |
| 280 | SITC of SCADA Compatible suitable multirake coarsebar screen having 20 mm bar spacing , 10 mm bar thickness, MOC- SS-304.and angle of installation 75° duly followed with diffrential level sensor arrangement conveyor system including electric motor, starter, cable etc of suitable size as per latest IS and direction of Engineer In Charge |
| 281 | Sluice Gate |
| 282 | SITC of SCADA Compatible Suitable C.I.Sluice gate as per actual design requirements confirming to IS13349/92 or AWWA AC-501 having F shaped wall thimble mounted , Actuator operated, upward opening, rising spindle type,flush bottom closure arrangement, open top frame gate with Positioning card |
| 283 | Electric Switchgear Other Than MCC Panel |
| 284 | SITC of SCAD compatible LT Switch gear Panel with 02 Nos. incomer from 02 Transformers and 01 No outgoing cubical with all required protections and smart energy metering arrangements. The job also includes required power and control cables, Cable trenches, cable trays, earthing arrangements etc complete in all respects |
| 285 | Floor mounting extensible type dust and vermin proof APFC Panel with auto power factor correction relay, LT contactors suitable size capacitor bank,TP switch fuse unit complete with internal wiring suitable for 315 KVA load. The capacity of power capacitor bank will be suitable to improve the power factor uo to 0.99 |
| 286 | DG Sets |
| 287 | SITC of DG Sets with reuired foundation, anti vibration mounting arrangements, earthing, SCADA compatible AMF Panel, Synchronizing panel, power and control wiring, cable tray and trenches complete in all respects with exhaust piping arrangements as per UPPCB Norms. |
| 288 | Necessary approval from Electrical Safety Department for IPS Substation and Swithgears |
| 289 | Trial & Run of IPS |
| 290 | HSD Oil During Trail and Run Period |
| 291 | SCADA of IPS with all Required Hardware like RTU, Comunication Devices, firewall, Surge arrester etc along with required Software, Field Instruments and interconnection of differtent equipments e.g Motor, Pumpset, Energymeter, Switchgear, DG Set, Flowmeter, Valves, Gate, Screen etc complete job in all respects |
| 292 | Trial & Run upto handing over of IPS with required arrangements of operator, other consumables for maintenance, Required Labour, TnP, Vehicles Complete in all respects |
