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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-10-2024 | Amendment in Date of Bid Submission and Bid Opening | Date | 12-11-2024 |
| Sl. No. | Item Description |
| 1 | SCHEDULE(G-1) |
| 2 | Interception and Diversion (I&D) Sewer (200-1000 mm Dia RCC NP-3) |
| 3 | Excavation below G.L. upto depth as specified for laying sewer and manhole ordinary soil (earth, sand, loam and clay) including cutting of joints pits ramming dressing) leveling, refilling of trenches in 20 cm layer watering and ramming the same including (8% reduction due to excavation already taken in manhole and SCC) |
| 4 | (a)0.00 to 1.50 m |
| 5 | (b) 01.50 to 03.00 m |
| 6 | (c) 03.00 to 04.50 m |
| 7 | (d) 04.50 to 06.00 m |
| 8 | Provide and fix close timbering in trenches for the depth as specified below G.L. consisting of 40 mm thick approved country wood plank for polling board 125 x 75 mm eucalyptus-Safeda-Sal Wood wallers and 100 mm dia ballies for shuttering at 1.5 m C/C including all labour etc , complete |
| 9 | (a)0.00 to 3 m |
| 10 | (b) 03.00 to 06.00 m |
| 11 | Same as item No. 3 but for open timbering |
| 12 | (a) 0.00 to 03.00 m |
| 13 | Timbering left in trenches |
| 14 | Open Timbering left in trenches (used timbering) 0-3m depth |
| 15 | Closed Timbering left in trenches(used timbering)0-3m depth |
| 16 | Closed Timbering left in trenches(used timbering)3-6m depth |
| 17 | Supply of following sizes of RCC spigotted and socketed non pressure pipes( Dia. In mm ) with structural strength as per IS 458 : 2003 and its latest amendment(s). |
| 18 | NP3 |
| 19 | 200mm |
| 20 | 250mm |
| 21 | 300mm |
| 22 | 450mm |
| 23 | 500mm |
| 24 | 600mm |
| 25 | 700mm |
| 26 | 1000mm |
| 27 | Carting following sizes of R.C.C. Hume pipe NP3 Class Socket / spigot rubber ring jointing and specials from store to the work lowering and laying the same in to the trenches upto depth as specified below G.L. true to alignment |
| 28 | 200 mm dia pipe |
| 29 | 00.00 - 0 1.50 m |
| 30 | 250 mm dia pipe |
| 31 | 00.00 - 0 1.50 m |
| 32 | 01.50 - 0 3.00 m |
| 33 | 300 mm dia pipe |
| 34 | 03.00 - 04.50 m |
| 35 | 450 mm dia pipe |
| 36 | 00.00 - 0 1.50 m |
| 37 | 04.50 - 06.00 m |
| 38 | 500 mm dia pipe |
| 39 | 04.50 - 06.00 m |
| 40 | 600 mm dia pipe |
| 41 | 04.50 - 06.00 m |
| 42 | 700 mm dia pipe |
| 43 | 04.50 - 06.00 m |
| 44 | 1000 mm dia pipe |
| 45 | 04.50 - 06.00 m |
| 46 | Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm gauge approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for the proper completion of work. (As per statement attached |
| 47 | (c) 03.00 to 04.50 m |
| 48 | (d) 04.50 to 06.00 m |
| 49 | Filling granular material (well graded crushed rock or gravel maximum size 20mm) into the trenches for class B bedding (granular bedding) including watering compaction, labour T&P etc. for completion of work. |
| 50 | (a) 00.00 to 01.50 m |
| 51 | (b) 01.50 to 03.00 m |
| 52 | Supply (excluding cartage) of granular material (well graded crushed rock or gravel of maximum size 20mm)for class B bedding (granular bedding) |
| 53 | Construction of circular type brick masonry HD (HD20) manhole (with Extra Heavy Duty type manhole cover) with top slab made of cement concrete 1:1.5:3 with graded granite stone aggregate (12 mm nominal size), wall made of brick masonry using 1st class bricks having crushing strength between 100 to 149 kg/cm² in cement mortar 1:4 inside plastering 12 mm thick 1:4 finished smooth with neat cement, pinning, outside plaster 1:4 and making channels with cement concrete 1:2:4 graded granite stone aggregate (12 mm nominal size) complete as per specifications. |
| 54 | 900mm internal dia., 1.65m deep |
| 55 | 1200mm internal dia., 2.30m deep |
| 56 | 1500mm internal dia., 4.95m deep |
| 57 | 1800mm internal dia., 9.0 m deep |
| 58 | Extra for every additional depth of 1 m or part there of in following size of circular manholes. |
| 59 | 900mm internal dia., 1.65m deep |
| 60 | 1200mm internal dia., 2.30m deep |
| 61 | 1500mm internal dia., 4.95m deep |
| 62 | 1800mm internal dia., 9.0 m deep |
| 63 | Dismantling/Cutting of the following type of road for laying sewers, manholes, sewer connection chambers etc.including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. |
| 64 | Bituminous road |
| 65 | Concrete road |
| 66 | Interlocking tile road |
| 67 | B.O.E road |
| 68 | Reinstatement of the following type of road for laying sewers, manholes, sewer connection chambers etc.including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. |
| 69 | Bituminous road |
| 70 | Concrete road |
| 71 | Interlocking tile road |
| 72 | B.O.E road |
| 73 | Providing and erecting temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes hiring of Ballies and arrangement for traffic diversion such as traffic signals during construction at site as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). The rate is for unit length of pipe laying. |
| 74 | Tapping Arragement |
| 75 | Outfall structure with 1 gate (Size 1.0m x 1.06m) across the Drain and1 gate at the diversion pipe inlet) including excavation , providing laying PCC, Ist Class Brick Work, 12 mm thick Plaster, RCC work in 1:1.5:3 proportion , Mild Steel Iron Work, Nala Diversion, Providing & Fixing Precast RCC manhole cover and Frame , Hand operated cast iron single phases Weir Gate , manual coarse bar screenetc. and alsoincluding supply of all materials , labour, T&P etc. required for the proper completion of work. |
| 76 | SCHEDULE(G-2) |
| 77 | STPcum Co-Treatment Facilities including MPS (6 MLD STP with 12 KLD Co-Treatment ) |
| 78 | Design, Drawing and Construction with Supply of all materials, Erection and Commissioning of co treatment facilities (6 MLD Sewage Treatment Plant cum 12 KLD Co-Treatment) with all the civil, electrical , mechanical, instrumentation and scada system, LT/HT panel, sub station building, DG set foundation, admin buidling, laboratories, meter room etc. all complete for co-treatment facilities and MPS. Effluent quality shall be as per CPHEEO manual for the agricultural uses. The cost is inclusive of internal road development, water supply, drainage and compound development etc. all complete). The cost is inclusive of MPS (average flow 7.5mld), boundary wall, MS gate of width 3.6m etc. all complete). The quality of treated effluent shall be as per CPHEEO Manual/NGT Norms for agricultural uses, which is: PH-5.5 TO 9.0, TSS-20 mg/l, BOD-10mg/1, COD-50 mg/l, Residual chlorine-nil , Total phosphorus-1 mg/l, Total Nitrogen -10 mg/l, F.C.-100 MPN/100 ml. The rate is based on SBR technology. The STP shall be able to treat the sewage and co-treatment of raw sewage having concentration level as per the CPHEEO Manual Complete in all respect and as per instructions given by Engineer Incharge. |
| 79 | For All Civil Works |
| 80 | SCHEDULE(G-3) |
| 81 | Sewage Pumping Station -IPS(Average flow-5.42 mld ) |
| 82 | Design, Drawing and Construction of IPS including Excavation ,Providing laying PCC (1:3:6), Ist Class Brick Work, 12 mm thick Plaster, RCC work in 1:1.5:3 proportion , Steel (Reinforcement), Rolling Shuters , Gates, Doors, Windows, Flooring, Wall Painting with plastic emulsion paint, Structural Steel Work,Orange Colour safety footrest in mainholes, CI gates, CI cover 560 mm dia (Heavy Duty) Rain water Pipes etc. complete as per approved drawing by compitent authorityincluding supply of all materials , labour, T&P etc. required for the proper completion of work in respect with IS code and specifications and instructionsgiven by Enginer Incharge. |
| 83 | SCHEDULE(G-4) |
| 84 | Rising Main |
| 85 | Excavating trenches for pipes including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed, within a lead of 50 m. |
| 86 | 0.0 to 1.5 mtr. Depth |
| 87 | do - in all kindes of soil - 100% |
| 88 | Supply of 350mm dia. DI K9 pipe and special for the pumping mains including all complete |
| 89 | Pipes conforming to IS : 8329- 350 mm |
| 90 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, |
| 91 | nuts, rubber insertions etc. (the tail pieces if required will be paid |
| 92 | Providing and fixing C.I. double acting air valve of approved quality |
| 93 | with bolts, nuts, rubber insertions etc. complete |
| 94 | 150 mm |
| 95 | Carting of 350mm dia DI K9 pipe and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. inclduing testing of pipes etc. |
| 96 | Providing & Constructing masonry Chamber 1.5x1.5x1.5 m inside, in brick work in cement mortar 1:3 (1 cement : 3 coarse sand) for valve, withcast insitu RCCslab with necessary reinforcment.The valve chamber shall be plastered with CM 1:4, A levelling coars of M10shall be provided.The cost is inclusive of excavation , disposal and construction of valve chamber with moduar bricks plasting with cement mortar with all lead and lift etc., as per specification & drawing. (Refer 10.4 for Unit Cost Estimate) |
| 97 | Sluice valve, Air valve chambers |
| 98 | Dismantling/cutting of the following type of road for laying sewers, manholes, sewer connection chambers etc.including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. |
| 99 | B.O.E road |
| 100 | Reinstatement of the following type of road for laying sewers, manholes, sewer connection chambers etc.including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. |
| 101 | B.O.E road |
| 102 | E&M works |
| 103 | STPcum Co-Treatment Facilities including MPS (6 MLD STP with 12 KLD Co-Treatment) |
| 104 | Design, Supply of all materials, Erection and Commissioning of co treatment facilities (6 MLD Sewage Treatment Plant cum 12 KLD Co-Treatment) with all theelectrical , mechanical, instrumentation and scada system, LT/HT panel, sub station , DG setetc. all complete for co-treatment facilities and MPS. Effluent quality shall be as per CPHEEO manual for the agricultural uses. The cost is inclusive of SCADA work at IPS, MPS, STP and MCS internal & External electrifications etc. all complete. The quality of treated effluent shall be as per CPHEEO Manual/NGT Norms for agricultural uses, which is: PH-6.5 TO 8.3, SS-30 mg/l, Oil&Grease-10 mg/l, BOD-20mg/1 (preferably 10 mg/l) , COD-30 mg/l , Residual chlorine-nil , TKN-10mg/l, Nitrate N-10 mg/l, F.C.-230 MPN/100 ml, Dissolved P-5 mg/l (preferable 2 mg/l). The rate is based on SBR technology. The STP shall be able to treat the sewage and co-treatment of raw sewage having concentration level as per the CPHEEO Manual. |
| 105 | For All E&M Works at STP including SCADA work for IPS, MPS & STP and MCS |
| 106 | E&M Works at IPS |
| 107 | PumpSet: |
| 108 | Supply of submersible sewage bottom suction non clog Pumpsets having Speed 960 RPM & compatible for handling raw sewage of Sp. Gr. 1.05 with Pumpset accessories such as duck foot bend,pedestal auto coupling with guide pipe only (SS) for pump set.and Material of Construction shall be-:Casing- 2% Ni-CI with hardnessranges 220- 275 BHN approx, Impeller - Super duplex steel , Hardness 220-260 BHN.,Shaft- SS 410 with ceremic coating, hardness 700 BHN at the minimum.,Bearing- anti frictional L-10 with 60000 hours life.Operational Voltage 380±10% 3 phase AC Supply. The duties of pumpsets as follows -: (NOTE- Pump Discharge, Head & motor HP are tentative and may vary as per actual site condition at the time of execution.) |
| 109 | 1 DWF Pumpset-: Discharge- 49 LPS, Head- 14 mwc and electric motor of 20 HP or suitable rating |
| 110 | 2 DWF Pumpset-: Discharge- 99 LPS, Head- 21 mwc and electric motor of 50 HP or suitable rating |
| 111 | 3 DWF Pumpset-: Discharge- 148 LPS, Head- 29 mwc and electric motor of 100 HP or suitable rating |
| 112 | VFD Starter Control Panel with push button suitable for operation on 415V ±6% ,3 phase, 50 Hz,AC supply with all necessary switchgears, controlgears and protections along with automatic power factor correction feature and suitable to followings motor. |
| 113 | for 20 HP |
| 114 | for 50 HP |
| 115 | for 100 HP |
| 116 | Sluice valve |
| 117 | Manually Operated CIDF Rising spindle type Sluice valve with integral starter & gearbox PN 1.0 having body door, dome gland in graded cast iron, four faces and spindle nut of Bronze LTB 2 Spindle of St. Steel 410 and specifications should be as per relevant I.S. of following sizes. |
| 118 | 200 mm dia |
| 119 | 250 mm dia |
| 120 | 300 mm dia |
| 121 | 300 mm dia for common header |
| 122 | Cast iron pipes & specials. |
| 123 | Supply ofgalvanized nut- Bolt SS-304 and rubber packing material for erection. |
| 124 | Reflex Valve |
| 125 | CIDF double flanged single/multi door swing check valves PN 1.0having body comprising inlet & outlet sheets in gradeed cast iron diaphragm fitted woth st. steel, faces,diaphragm plate and door , sub pins and specifications should be as per relevant I.S.&shall be of following sizes: |
| 126 | 200 mm dia |
| 127 | 250 mm dia |
| 128 | 300 mm dia |
| 129 | 300 mm dia for common header |
| 130 | CI Dismantling joints |
| 131 | 200 mm dia |
| 132 | 250 mm dia |
| 133 | 300 mm dia |
| 134 | 300 mm dia for common header |
| 135 | C.I. SLUICE GATES: |
| 136 | Manually operated Open Channel sluice Gate in CI with gearbox, single facesrising spindle type generally conforrming to releavant IS , havingframe & door fitted with St. Steel faces M.S extension rod with coupling andGuide brackets suitable to a required distance size suitable for 600x600 mm. cutout size at the inlet & outlet of screen chamberas per site requirement. (Note : Size is tentative and may vary as per actual site conditions.) |
| 137 | Manually operated Thimble Mounted CI Sluice Gates of rising spindle type with gearbox,suitable for 600mm. dia incoming seweras per site requirement.(Note : Size is tentative and may vary as per actual site conditions.) |
| 138 | COARSE SCREEN |
| 139 | ManualS.S.316 bar coarse screen 1.00 x 0.6 meter size having spacing 20 mm , thickness 10 mm as per site requirement.(Note : Size is tentative and may vary as per actual site conditions.) |
| 140 | Electrically operated Monorail Travelling Trolley with spur gear and 3.0 tonne capacity chain pulley block with 16 m lift. |
| 141 | Pressure Guage |
| 142 | 150 mm dia 0-6 Kg/ sq cm. digital pressure guage with S.S. tubing stop cock and necessary fittings. |
| 143 | L.T. Panel BoardConforming to IEC-60439 |
| 144 | L.T. Panel Board suitable for operation on 400 V, 3 Phase 50 Hz. A.C. supply in sheet steel enclosure in cubical pattern floor mounting with following fitted on the phase of the panel with bus incomer bar of 300 amps. or suitable Capacity. Bus Bar size of 40x10 mm. or suitable bar size and neutral of half the capacity and neutral of half the capacity sectionalized through a bus section. The panel shall comprise of the following. |
| 145 | 03 No. incoming feeder from two Nos. Transformers & One No. from D.G. Sync. Panel with following details:- |
| 146 | 02 nos. ACB of 630 amps,50KA Micro processor type motorised drawout typefor Two seperate Transformers incomer preferably schneider/ABB with indication lamp mechanical on/off indicator. |
| 147 | 01 no. ACB of 630 amps,50KA Micro processor type motorised drawout type for one D.G. Sync. Panel incomer which Synchronised the 02 nos. D.G. sets. |
| 148 | One set of current transformer of ratio 300/5A |
| 149 | One No. CT operated ammeter 0-300A with ammeter |
| 150 | One No. Voltmeter 0-500 V with voltmeter |
| 151 | One No power factor meter 0.5 lag/ 1-0.5 lead |
| 152 | One No Surge arrestor Relay & One no. UV/OV Relay |
| 153 | One No frequency meter. |
| 154 | Total Outgoing feeder as follows- |
| 155 | 03 nos. MCCB of (01 nos.63A,01 nos.150A& 01 No.200 amps) having suitable KA capacity with indication lamp mechanical on/off indicator for pumps. |
| 156 | Ammeter with selector switch. |
| 157 | Single phasing preventer. |
| 158 | Sets of timer and relays for overload and underload. |
| 159 | 03 Nos. level indicators with control cable from L.T. Panel to pumping plant for automatic level operation of pumping plants including moisture sensor and other protection for 03 Nospumping plants. |
| 160 | One Nos. 63 Amps. MCCB for lighting. |
| 161 | One Nos. 63 Amps. MCCB asMisc. load |
| 162 | 02 Nos. 32 Amps. MCCB for spare. |
| 163 | 02Nos. 32 Amps. MCCB for auto operation and A.D.B |
| 164 | Electromagnetic type Full-Bore Flowmeter 300 mm dia (SBEM /Endress Hauser/ABBmake) shall be suitable for bi directional flow measurement.This shall be having protection category of the sensor shall be IP68 and protection category for the transmitter shall be IP- 65. Accuracy shall beof +/- 5% of measured value without being affected by variation in the line pressure. Equipment should be complete with converter, transmitting device and should be fully programmable with digital flow indicator & integrator etc. The sensor housing and junction box should be of SS 316. complete with control cable and display with application in Sewage . |
| 165 | Power and control cables |
| 166 | 1100 V grade, 3.5 core 16mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cablefrom LT panel to juction box.(1x1x50 mtr.) |
| 167 | 1100V grade, 2Rx3C x16 mm2 PVC insulated PVC sheathed submersible copper flat cable from junction box to motor. (2x1x25 mtr.) |
| 168 | 1100 V grade, 3.5 core 35mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cablefrom LT panel to juction box.(1x1x50 mtr.) |
| 169 | 1100V grade, 2Rx3C x35 mm2 PVC insulated PVC sheathed submersible copper flat cable from junction box to motor. (2x1x25 mtr.) |
| 170 | 1100 V grade, 3.5 core 70mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cablefrom LT panel to juction box.(1x1x50 mtr.) |
| 171 | 1100V grade, 2Rx3C x70 mm2 PVC insulated PVC sheathed submersible copper flat cable from junction box to motor. (2x1x25 mtr.) |
| 172 | Control cable 1*10C, 1.5 mm2 PVC insulated PVC sheathedcopper conductor cable for moisture sensor, level sensor, Reverse protection thermistor relay etc.(100m. For each) X 3 Nos.pumps |
| 173 | Al.junction box in SS304, IP65 with instruments for pumps with Busbar. |
| 174 | EARTHING |
| 175 | Complete earthing of all the equipments as detailed above shall be done as per IS/IER/PWD specification with G.I Plates, watering pipe and loop earthing with adequate size of G.I/ Al. strip etc. (PS-702) 10 pits for Pumps &. LT Panel. Size of earthing plate 600mm x 600mm x6 mmwith salt and coal. |
| 176 | Lighting system: |
| 177 | Supply & erection of M.S. Tubular Poles SP-36, 9.5 M height. |
| 178 | S/F of 72 watt LED with lumen reflector. |
| 179 | Feeder pillar for lighting |
| 180 | Supply and laying of 4x16mm2 Al. armoured cable. |
| 181 | Supply and fixing of 280x170x130 mm.size sintex junction boxes on poles. |
| 182 | Supply and laying of unarmoured cable 6 mm2 core Flat PVC insulated for connection of LED to junction boxes. |
| 183 | Internal electrification with fixtures. |
| 184 | S/F 1200 mm ceilingFan for LT Room |
| 185 | S/F of exhaust Fan for LT Room.& Other rooms. |
| 186 | Earthing of street light pole (SOR-41) |
| 187 | Painting of street light (P5-634) |
| 188 | Supply and installation of DCP type of 5 Kg. Fire existinguisher(PS-1132) |
| 189 | 12 mm thick rubber mating for safe working on. |
| 190 | Tools |
| 191 | Hydrulic crimping tools-Crimping range: 16-300 sq.mm.,Weight: 6 Kg. ,Length: 500mm,Make/ Model:YQK300 |
| 192 | Mannual crimping tools-Crimping range: 400 sq.mm.,Make/ Model: Crimp well |
| 193 | Tong tester (AC/DC-1000A, make-Rishabh)Multimeter (AC/DC-1000A,make-Meco)Megger (AC/DC-500V make-Rishabh)Screwdriver (6\"x 12\", make- Taparia)Plier (250mm, make-Taparia) |
| 194 | Chain wrench (12\"x18\", make Taparia) Pipe wrench (1200mm, make Taparia) |
| 195 | Installation of above equipments with all required materials & fittings with labour. |
| 196 | Testing of all above E/M Items at O.E.M. Place. |
| 197 | Commissioning of all above E/M Items |
| 198 | Chequered plate of required size so as to cover all trenches. |
| 199 | DG SET |
| 200 | Supply of 82.5 KVA silent type DG set rated capacity at 415 V +/- 6% 50 Hz A.C. Supply of 0.8 P.F lag. Self exciting alternator coupled with 1500 RPM diesel engine of suitable BHP and AC brushless SPDP alternator mounted on a common base frame and coupled through flexible coupling or closed coupled. Alternator shall be self regulated with over voltage, over speed and under voltage standard protection. Engines shall have silencer upto 10 mtr. exhaust piping, electronic/mechanical governor, manual and electric start, batteries, fueled tank with stand and piping, control panel (16G) wirh MCCB (4P, 25 KA) Ammeter, voltmeter, frequency meter, energy meter, hour meter, engine instrument panel, AVM pads and with wheather proof, powder coated Accoustic Enclosure for DG set for sound attenuation febricated from 2.0mm CRCA sheet steel structure with side wall febricated from 2.0mm CRCA sheet and filled with 100mm thick glass wool as per IS the doors of 100mm thick and febricated from 1.6mm CRCA sheet, Floor ofMS chequrred Plate 5.0mm thick, canopy fixed with axial flow fan of alstom, CG, Almonard make. The enclosure has protection and Tripping of DG set against temprature of more than 50 degree centigrade. All controls for operation of DG set are from outside the enclosure with DG control panel mounted inside enclosure. The enclosure should be suitable for over mentioned capacity of DG set and Alternator.Method of cooling- water,Method of Aspirartion- Turbo Charged |
| 201 | Supply of D.G.Auto Synchronization Panel comprising of 02 nos. DG Incomers with suitable rating of DG Sync Relay,Control Relay,MCCB,Breaker, Power Contactor, Single Phase Preventor,CT, Push Buttons and other required switchgear materials or equipments fabricated from CRCA sheet steel 2mm thick powder coated finished complete in all respect suitable for above DG sets. |
| 202 | Supply and laying of 1100 voltage grade,1x3.5Cx70 mm2 Al conductor, XLPE armoured cable from DG terminal to DG.Panel & from DG Panel toLT Panel for both DG Sets. |
| 203 | Installation with Stacking hieght, Double Earthing Al. strip size 25X6mm , testing and Commissioning of D.G. Set& Panel complete as per IS & IER. |
| 204 | Power Distribution Transformer : |
| 205 | Supply of Oil immersedOutdoor type Power distribution transformer 11/0.433 KV rating 150 KVA double wound with copperwinding, Level-1, vector group dyn 11, ONAN with manually operated ± 5.0 % off load tap changer in step of 2.5% and complete with standard fitting & accessories incorporated with Marshall box for OTI,WTI & Buchholz relay etc. |
| 206 | Supply and laying of 1100 voltage grade ,1x3.5Cx120 mm2 Al conductor, XLPE armoured cable from Transformers to LT Panel. |
| 207 | Double Earthing of Transformers consisting of 04 nos. Earthing Pit (two for each neutral and body) with Al/GI. strip size 25X6mm, the minimum distance between to earthing pits, Double Earthing works and all electrical equipments shall be as per IS and IER. |
| 208 | Installation , testing and Commissioning of Transformer complete. |
| 209 | H.T. Switch Gear Panel : |
| 210 | Supply of 12 KV,H.T. V.C.B. Panel with one incoming & two out going , 800 Amp. (25 KA) Rating have followings- |
| 211 | Incommer Feeder- 01 No. |
| 212 | 3 O/C + 1 EF IDMT Characteristics Relays based Incommer control panel equiped with over current & earth fault relay with core balance C.T., master trip relay, instantaneous under voltage realy & Auxilliary realy etc.C.T.ratio 30-20/5A Dual core, Class-1 for measurement core & 5P10 for protection core & PT 11KV/110 VAC. KWH meter, power factor meter, frequency meter. Amp. meter 0-30& volt meter 0 to12 KV. All relays required separately conventioal type 24 to 30 VDC, 110 VAC. |
| 213 | Outgoing Feeder- 02 Nos. |
| 214 | Outgoing feeder control panel equiped withtriple pole 3 O/C + 1 E/F relay with IDMT & intantaneous characterisstics, mater trip relay & Auxilliary relay for Buchhloz alarm / trip, OTI alram / trip & WTI alram/trip, etc.C.T.ratio 30/5A, Class-1 for measurement core & 5P10 for protection core. |
| 215 | DC Supply |
| 216 | SICT battery bank, exide make, consisting of 16 cells, 2 volt each for supply VDC 24 to 30 Volt with battery charger of approved make with suitable M.S. Stand / Trolley, equipment fittings with accessories etc. |
| 217 | Supply and laying of 1x3Cx70 mm 2 ,11 KV HT Al. Cable XLPE insulationfrom metering panel to H.T. Panel and from H.T. Panel to both transformers. |
| 218 | S/F of XLPE cable End termination box of 120mm2 : |
| 219 | Indoor end termination box. |
| 220 | Earthing ofH.T Panel as per IS & IER. |
| 221 | Installation of HT Panel. |
| 222 | Testing & Commissioning of HT Panel etc. |
| 223 | S.I.T.C. of 11 KV, T.P.M.O manually operated in double pole Structure with G.O. Switch, Double Pole Isolator(D.P.I), A.B. Switch along with all required necessary material & fittings at the outside of entry of Plant in case of isolating the Grid supply at the event of fault occurs in Substation. |
| 224 | Erection of All sub staion equipments and fencing with iron mesh etc. complete in all respect. |
| 225 | Commissioning of All sub station equipments etc. complete in all respect. |
| 226 | E&M Works at MPS |
| 227 | PumpSet: |
| 228 | Supply of submersible sewage bottom suction non clog Pumpsets having Speed 960 RPM & compatible for handling raw sewage of Sp. Gr. 1.05 with Pumpset accessories such as duck foot bend,pedestal auto coupling with guide pipe only (SS) for pump set.and Material of Construction shall be-:Casing- 2% Ni-CI with hardnessranges 220- 275 BHN approx, Impeller - Super duplex steel , Hardness 220-260 BHN.,Shaft- SS 410 with ceremic coating, hardness 700 BHN at the minimum.,Bearing- anti frictional L-10 with 60000 hours life.Operational Voltage 380±10% 3 phase AC Supply. The duties of pumpsets as follows -: (NOTE- Pump Discharge, Head & motor HP are tentative and may vary as per actual site condition at the time of execution.) |
| 229 | 1 DWF Pumpset-: Discharge- 55 LPS, Head- 16 mwc and electric motor of 20 HP or suitable rating |
| 230 | 2 DWF Pumpset-: Discharge- 109 LPS, Head- 16 mwc and electric motor of 40 HP or suitable rating |
| 231 | 3 DWF Pumpset-: Discharge- 164 LPS, Head- 16 mwc and electric motor of 60 HP or suitable rating |
| 232 | VFD Starter Control Panel with push button suitable for operation on 415V ±6% ,3 phase, 50 Hz,AC supply with all necessary switchgears, controlgears and protections along with automatic power factor correction feature and suitable to followings motor. |
| 233 | for 20 HP |
| 234 | for 40 HP |
| 235 | for 60 HP |
| 236 | Sluice valve |
| 237 | Manually Operated CIDF Rising spindle type Sluice valve with integral starter & gearbox PN 1.0 having body door, dome gland in graded cast iron, four faces and spindle nut of Bronze LTB 2 Spindle of St. Steel 410 and specifications should be as per relevant I.S. of following sizes. |
| 238 | 200 mm dia |
| 239 | 250 mm dia |
| 240 | 300 mm dia |
| 241 | 300 mm dia for common header |
| 242 | Cast iron pipes & specials. |
| 243 | Supply ofgalvanized nut- Bolt SS-304 and rubber packing material for erection. |
| 244 | Reflex Valve |
| 245 | CIDF double flanged single/multi door swing check valves PN 1.0having body comprising inlet & outlet sheets in gradeed cast iron diaphragm fitted woth st. steel, faces,diaphragm plate and door , sub pins and specifications should be as per relevant I.S.&shall be of following sizes: |
| 246 | 200 mm dia |
| 247 | 250 mm dia |
| 248 | 300 mm dia |
| 249 | 300 mm dia for common header |
| 250 | CI Dismantling joints |
| 251 | 200 mm dia |
| 252 | 250 mm dia |
| 253 | 300 mm dia |
| 254 | 300 mm dia for common header |
| 255 | C.I. SLUICE GATES: |
| 256 | Manually operated Open Channel sluice Gate in CI with gearbox, single facesrising spindle type generally conforrming to releavant IS , havingframe & door fitted with St. Steel faces M.S extension rod with coupling andGuide brackets suitable to a required distance size suitable for 600x600 mm. cutout size at the inlet & outlet of screen chamberas per site requirement. (Note : Size is tentative and may vary as per actual site conditions.) |
| 257 | Manually operated Thimble Mounted CI Sluice Gates of rising spindle type with gearbox,suitable for 600mm. dia incoming seweras per site requirement.(Note : Size is tentative and may vary as per actual site conditions.) |
| 258 | COARSE SCREEN |
| 259 | ManualS.S.316 bar coarse screen 1.00 x 0.6 meter size having spacing 20 mm , thickness 10 mm as per site requirement.(Note : Size is tentative and may vary as per actual site conditions.) |
| 260 | Electrically operated Monorail Travelling Trolley with spur gear and 3.0 tonne capacity chain pulley block with 16 m lift. |
| 261 | Pressure Guage |
| 262 | 150 mm dia 0-6 Kg/ sq cm. digital pressure guage with S.S. tubing stop cock and necessary fittings. |
| 263 | L.T. Panel BoardConforming to IEC-60439 |
| 264 | L.T. Panel Board suitable for operation on 400 V, 3 Phase 50 Hz. A.C. supply in sheet steel enclosure in cubical pattern floor mounting with following fitted on the phase of the panel with bus incomer bar of 800 amps. or suitable Capacity. Bus Bar size of 50x20 mm. Aluminium or suitable rating and neutral of half the capacity and neutral of half the capacity sectionalized through a bus section. The panel shall comprise of the following. |
| 265 | 02 No. incoming feeder from 01 Nos. from LT Power Supply & 01 No. from D.G. Set with following details:- |
| 266 | 01 nos. ACB of 630 amps,50 KA Micro processor type motorised drawout typefor LT incomer coming from Common LT Distribution panel for STP +MPS with indication lamp mechanical on/off indicator. |
| 267 | 01 nos.Micro processor based 250A ampsor suitable rating,25 KA M.C.C.B.for D.G.Set incomer with indication lamp mechanical on/off indicator. |
| 268 | One set of current transformer of suitable ratio |
| 269 | One No. CT operated ammeter suitable ampere rating with ammeter |
| 270 | One No. Voltmeter 0-500 V with voltmeter |
| 271 | One No. power factor meter 0.5 lag/ 1-0.5 lead |
| 272 | One No. Surge arrestor Relay & One no. UV/OV Relay |
| 273 | One No. frequency meter. |
| 274 | Total outgoing feeder as follows- |
| 275 | 03 nos. MCCB of (01 nos.63A,01 nos.100A& 01 No.150 amps) having suitable KA capacity with indication lamp mechanical on/off indicator for pumps. |
| 276 | Ammeter with selector switch. |
| 277 | Single phasing preventer. |
| 278 | Sets of timer and relays for overload and underload. |
| 279 | 03 Nos. level indicators with control cable from L.T. Panel to pumping plant for automatic level operation of pumping plants including moisture sensor and other protection for 03 Nospumping plants. |
| 280 | One Nos. 63 Amps. MCCB for lighting. |
| 281 | One Nos. 63 Amps. MCCB asMisc. load |
| 282 | 02 Nos. 32 Amps. MCCB for spare. |
| 283 | OneNos. 32 Amps. MCCB with auto operation. |
| 284 | Electromagnetic type Full-Bore Flowmeter 300 mm dia (SBEM /Endress Hauser/ABBmake) shall be suitable for bi directional flow measurement.This shall be having protection category of the sensor shall be IP68 and protection category for the transmitter shall be IP- 65. Accuracy shall beof +/- 5% of measured value without being affected by variation in the line pressure. Equipment should be complete with converter, transmitting device and should be fully programmable with digital flow indicator & integrator etc. The sensor housing and junction box should be of SS 316. complete with control cable and display with application in Sewage . |
| 285 | Power and control cables |
| 286 | 1100 V grade, 3.5 core 16mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cablefrom LT panel to juction box.(1x1x50 mtr.) |
| 287 | 1100V grade, 2Rx3C x16 mm2 PVC insulated PVC sheathed submersible copper flat cable from junction box to motor. (2x1x25 mtr.) |
| 288 | 1100 V grade, 3.5 core 25mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cablefrom LT panel to juction box.(1x1x50 mtr.) |
| 289 | 1100V grade, 2Rx3C x25 mm2 PVC insulated PVC sheathed submersible copper flat cable from junction box to motor. (2x1x25 mtr.) |
| 290 | 1100 V grade, 3.5 core 35mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cablefrom LT panel to juction box.(1x1x50 mtr.) |
| 291 | 1100V grade, 2Rx3C x35 mm2 PVC insulated PVC sheathed submersible copper flat cable from junction box to motor. (2x1x25 mtr.) |
| 292 | Control cable 1*10C, 1.5 mm2 PVC insulated PVC sheathedcopper conductor cable for moisture sensor, level sensor, Reverse protection thermistor relay etc.(100m. For each) X 3 Nos.pumps |
| 293 | Al.junction box in SS304, IP65 with instruments for pumps with Busbar. |
| 294 | EARTHING |
| 295 | Complete earthing of all the equipments as detailed above shall be done as per IS/IER/PWD specification with G.I Plates, watering pipe and loop earthing with adequate size of G.I/ Al. strip etc. (PS-702) 10 pits for Pumps &. LT Panel. Size of earthing plate 600mm x 600mm x6 mmwith salt and coal. |
| 296 | Lighting system: |
| 297 | Supply & erection of M.S. Tubular Poles SP-36, 9.5 M height. |
| 298 | S/F of 72 watt LED with lumen reflector. |
| 299 | Feeder pillar for lighting |
| 300 | Supply and laying of 4x16mm2 Al. armoured cable. |
| 301 | Supply and fixing of 280x170x130 mm.size sintex junction boxes on poles. |
| 302 | Supply and laying of unarmoured cable 6 mm2 core Flat PVC insulated for connection of LED to junction boxes. |
| 303 | Internal electrification with fixtures. |
| 304 | S/F 1200 mm ceilingFan for LT Room |
| 305 | S/F of exhaust Fan for LT Room.& Other rooms. |
| 306 | Earthing of street light pole (SOR-41) |
| 307 | Painting of street light (P5-634) |
| 308 | Supply and installation of DCP type of 5 Kg. Fire existinguisher(PS-1132) |
| 309 | 12 mm thick rubber mating for safe working on. |
| 310 | Tools |
| 311 | Hydrulic crimping tools-Crimping range: 16-300 sq.mm.,Weight: 6 Kg. ,Length: 500mm,Make/ Model:YQK300 |
| 312 | Mannual crimping tools-Crimping range: 400 sq.mm.,Make/ Model: Crimp well |
| 313 | Tong tester (AC/DC-1000A, make-Rishabh)Multimeter (AC/DC-1000A,make-Meco)Megger (AC/DC-500V make-Rishabh)Screwdriver (6\"x 12\", make- Taparia)Plier (250mm, make-Taparia) |
| 314 | Chain wrench (12\"x18\", make Taparia) Pipe wrench (1200mm, make Taparia) |
| 315 | Installation of above equipments with all required materials & fittings with labour. |
| 316 | Testing of all above E/M Items at O.E.M. Place. |
| 317 | Commissioning of all above E/M Items |
| 318 | Chequered plate of required size so as to cover all trenches. |
| 319 | D.G. Set |
| 320 | Supply of 82.5 KVA silent type DG set rated capacity at 415 V +/- 6% 50 Hz A.C. Supply of 0.8 P.F lag. Self exciting alternator coupled with 1500 RPM diesel engine of suitable BHP and AC brushless SPDP alternator mounted on a common base frame and coupled through flexible coupling or closed coupled. Alternator shall be self regulated with over voltage, over speed and under voltage standard protection. Engines shall have silencer upto 10 mtr. exhaust piping, electronic/mechanical governor, manual and electric start, batteries, fueled tank with stand and piping, control panel (16G) wirh MCCB (4P, 25 KA) Ammeter, voltmeter, frequency meter, energy meter, hour meter, engine instrument panel, AVM pads and with wheather proof, powder coated Accoustic Enclosure for DG set for sound attenuation febricated from 2.0mm CRCA sheet steel structure with side wall febricated from 2.0mm CRCA sheet and filled with 100mm thick glass wool as per IS the doors of 100mm thick and febricated from 1.6mm CRCA sheet, Floor ofMS chequrred Plate 5.0mm thick, canopy fixed with axial flow fan of alstom, CG, Almonard make. The enclosure has protection and Tripping of DG set against temprature of more than 50 degree centigrade. All controls for operation of DG set are from outside the enclosure with DG control panel mounted inside enclosure. The enclosure should be suitable for over mentioned capacity of DG set and Alternator.Method of cooling- water,Method of Aspirartion- Turbo Charged |
| 321 | Supply of Auto Mains Failure Panel (AMF) fabricated from CRCA sheet steel 2mm thick power coated finished, start and stop commands, control relays, selectors switch for ammeter and voltmeter, timers, hooter, visual and alarm indication for faults, UPS, operator inter face panel complete in all respect suitable for above DG sets. |
| 322 | Supply and laying of 1100 voltage grade,1x3.5Cx70 mm2 Al conductor, XLPE armoured cable from DG terminal to DG.Panel & from DG Panel toLT Panel. |
| 323 | Installation with Stacking hieght, Double Earthing Al. strip size 25X6mm , testing and Commissioning of D.G. Set& AMF Panel complete as per IS & IER. |
| 324 | Erection of All above equipments and fencing with iron mesh (if required)etc. complete in all respect. |
| 325 | Commissioning of All above equipments etc. complete in all respect. |
| 326 | Trail and run of 03 Months for IPS, MPS, STP and MCS including deployment of following staffFitter/Mechanic-I Class - 1 NoElectrician-I Class - 1 NoElectrician-II Class - 1 NoTypist - 1 NoChemist - 1 NoPeon - 1 NoLab. Assistant - 1 NoSweeper - 8 NoOperaters - 2 Noskilled operator for scada - 4 No |
| 327 | Diesel & Lubricants for Trail and run of 03 Months for IPS, MPS, STP which rembersment as per acutal consumption verified by engineer incharge |
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