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| 1 | PART (A) - CIVIL WORKS |
| 2 | Schedule G (i)Interception and diversion (I&D) Sewers (250-1100mm Dia RCC NP3, MS Pipe for trenchless section) |
| 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 |
| 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 3.00 m |
| 10 | (b) 03.00 to 06.00 m |
| 11 | Same as item No. 3 but for open timbering (depth: 1.5 to 3.0m). No timbering has taken for depth below 1.5m |
| 12 | (a) 1.50 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 | RCC NP3 Pipe |
| 19 | 250 mm |
| 20 | 300 mm dia pipe |
| 21 | 500 mm dia pipe |
| 22 | 600 mm dia pipe |
| 23 | 700 mm dia pipe |
| 24 | 800 mm dia pipe |
| 25 | 900 mm dia pipe |
| 26 | 1000 mm dia pipe |
| 27 | 1100 mm |
| 28 | 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 |
| 29 | 250 mm dia pipe |
| 30 | 00.00 - 0 1.50 m |
| 31 | 300 mm dia pipe |
| 32 | 00.00 - 0 1.50 m |
| 33 | 500 mm dia pipe |
| 34 | 00.00 - 0 1.50 m |
| 35 | 01.50 - 0 3.00 m |
| 36 | 03.00 - 04.50 m |
| 37 | 04.50 - 06.00 m |
| 38 | 600 mm dia pipe |
| 39 | 04.50 - 06.00 m |
| 40 | 700 mm dia pipe |
| 41 | 04.50 - 06.00 m |
| 42 | 800 mm dia pipe |
| 43 | 01.50 - 0 3.00 m |
| 44 | 900 mm dia pipe |
| 45 | 03.00 - 04.50 m |
| 46 | 04.50 - 06.00 m |
| 47 | 1000 mm dia pipe |
| 48 | 03.00 - 04.50 m |
| 49 | 04.50 - 06.00 m |
| 50 | 1100 mm dia pipe |
| 51 | 04.50 - 06.00 m |
| 52 | 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 |
| 53 | (a) 00.00 to 01.50 m |
| 54 | (b) 01.50 to 03.00 m |
| 55 | (c) 03.00 to 04.50 m |
| 56 | (d) 04.50 to 06.00 m |
| 57 | 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. |
| 58 | (a) 00.00 to 01.50 m |
| 59 | (b) 01.50 to 03.00 m |
| 60 | (c) 03.00 to 04.50 m |
| 61 | Supply (excluding cartage) of granular material (well graded crushed rock or gravel of maximum size 20mm) for class B bedding (granular bedding) |
| 62 | 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. |
| 63 | 900mm internal dia., 1.65m deep |
| 64 | 1200mm internal dia., 2.30m deep |
| 65 | 1500mm internal dia., 4.95m deep |
| 66 | 1500mm internal dia., 9.0 m deep |
| 67 | 1800mm internal dia., 9.0 m deep |
| 68 | Extra for every additional depth of 1 m or part there of in following size of circular manholes. |
| 69 | 900mm internal dia., 1.65m deep |
| 70 | 1200mm internal dia., 2.30m deep |
| 71 | 1500mm internal dia., 4.95m deep |
| 72 | 1500mm internal dia., 9.0 m deep |
| 73 | 1800mm internal dia., 9.0 m deep |
| 74 | Construction of Sewer Connecting chamber (0.6 x 0.6 x 3.0 m) including excavation, cement concrete (1:4:8) (40mm gauge) at the base, cement concrete (1:2:4) (20mm gauge), 1st class brick masonry (1:4), 12mm thick plaster inside the chamber and FRCS heavy duty manhole cover of size 0.6x0.6m all complete. |
| 75 | Extra for every additional depth of 1 m to regulate the depth of SCC |
| 76 | 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. |
| 77 | Bituminous road |
| 78 | Concrete road |
| 79 | Interlocking tile road |
| 80 | B.O.E road |
| 81 | 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. |
| 82 | Bituminous road |
| 83 | Concrete road |
| 84 | Interlocking tile road |
| 85 | B.O.E road |
| 86 | Tack & SDBC Coat on existing BT Road (remaining area after reinstatement) |
| 87 | Provision for laying of sewer by trenchless technology |
| 88 | Supply of MS pipe (As per IS:3589 made from steel confirming to IS:2062), with anti corrosive treatment with P.U. coating |
| 89 | 1100 mm dia pipe,14mm Pipe Wall Thickness |
| 90 | Installation of product pipe by HDD method including preparing and setting up the plants and equipement, preparing new pipe work material, installation new pipe-work and commissioning system or making the system ready for commissioning by HDD operation including, all related civil and mechanical works like excavation, shoring/strutting, etc. drilling, stringing, reaming, and pulling back the new pip-work on the designed bore path alignment, proper disposal of drilling fluid, and back fill of site after completion all inclusive as per IndSTT:101:2018: Code of prectice of HDD Technique Suiting Indian Conditions. (depth up to 6m. (IndSTT SOR: 2023) |
| 91 | 1100 mm dia pipe |
| 92 | Excavation of Entry and Exist pits beyond 3m depth and upto 5m depth - Excavation of non structural pits for pipe jacking/ramming purpose in soil inclusive of all shuttering, strutting, and shoring and maintaining the shaft during construction operation and backfilling the same after the completion of work.For shafts of 6mx5m upto a depth of 6m in all type of soil |
| 93 | 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. |
| 94 | Provision for shifting of existing water supply mains falling in the alignment of sewer line during excavation and the restoring utilities / services to its original condition. etc. during excavation and laying of sewer lines. (Cutting, reconnection, bailing out water etc. all complete) (2307) |
| 95 | Schedule G (ii)Interception and Diversion (I&D)structure |
| 96 | Interception and Diversion (I&D)structure (Outfall structure with 1 gate across the Drain and 1 gate at the diversion pipe inlet) |
| 97 | Schedule G (iii)STP (10.6 MLD) with Co-Treatment (11.50 KLD) |
| 98 | Design, Construction, Supply of all materials, Erection and Commissioning of STP with co treatment facilities (10.6 MLD Sewage Treatment Plant with 11.50 KLD Co-Treatment) with all the civil, electrical , mechanical, instrumentation and scada system, LT/HT panel, sub station building, DG set foundation, admin buidling, Staff quarter, compound development, laboratories, meter room etc. all complete for co-treatment facilities and including MPS (Civil works) and rising main. The quality of treated effluent shall be as per CPHEEO Manual/NGT Norms. 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. |
| 99 | Civil works |
| 100 | Construction of Boundary Wall 1.8m ht. above plinth level with RCC Column @3m c/c with plinth beam and foundation avg. 1.2m depth including reinforcement and RCC coping on top of wall with plaster (1:4) and painting (apex painting 3 coat) as per type design and drawing at the STP site. As per type design and drawing. |
| 101 | MS gate (3.6m wide gate) |
| 102 | Construction of Internal Road (Bituminous Road) |
| 103 | Schedule G (iv)SEWAGE PUMPING STATION - IPS |
| 104 | Survey, Investigation including soil testing up to required depth, Design, Construction of Sewage Pumping Station and tapping arrangement of Intermediate Pumping station(Avg. Flow 11.94 MLD & Peak Flow 26.86 MLD),Sreen Chamber,H.T.room,L.T. Room, pannel Room,Site development works,internal roads path ways,Boundrywall other appurtenant works (Civil ) for proper completion of works as per required by Employer with Supply of All Labour,material & T&P Etc including Testing, Commissioning performance Trial run for 3 months on turnkey basis |
| 105 | Schedule G (v)Sewage Rising main from IPS |
| 106 | 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. |
| 107 | 0.0 to 1.5 mtr. Depth ( in all kindes of soil - 100%) |
| 108 | 1.5 to 3.0 mtr. Depth |
| 109 | Supply of 450mm dia. DI K9 pipe and special for the pumping mains including Cost of Supply and laying standard specials etc. all complete (@10%) and etc complete |
| 110 | Pipes conforming to IS : 8329 - 450 mm |
| 111 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid extra) (BIC Qtn. + 2449) |
| 112 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (DSR 23, 18.59.3) |
| 113 | 100 mm |
| 114 | Carting of 450mm 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. |
| 115 | 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, with cast insitu RCC slab with necessary reinforcment.The valve chamber shall be plastered with CM 1:4, A levelling coars of M10 shall 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. |
| 116 | Sluice valve, Air valve chambers |
| 117 | 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. |
| 118 | BT road |
| 119 | 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. |
| 120 | BT road |
| 121 | Schedule G (vi)Treated effluent line - AC pipes |
| 122 | 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. |
| 123 | 0.0 to 1.5 mtr. Depth ( in all kindes of soil - 100%) |
| 124 | 1.5 to 3.0 mtr. Depth |
| 125 | Supply of ISI Marked A.C. Pipe for sewerage and drainage confirming to IS-6908/1991 or itss latest amendment(s) including cost of one no. of AC coupling with a set of 3 rubber rings per meter length, including third party inspection charges, packing and forwaridng charges, transit insurance charges, road transportation charges etc. all complete. Class II (UPJN Rate) |
| 126 | Pipes conforming to IS-6908/1991 - 600 mm |
| 127 | Carting From Store, Laying, Jointing & Testing Class I & II A.C. Pipe With Fitting Etc. (600m Dia.) (2033) |
| 128 | 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. |
| 129 | B.O.E road |
| 130 | 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. |
| 131 | B.O.E road |
| 132 | Schedule G (vii)PART (B) -Electrical & Mechanical works at STP |
| 133 | The complete Turnkey execution of 10.60 MLD SBR based STP with 11.50 KLD co-treatment facility, including manual fine screen, mechanical fine step screen, vortex grit removal system (1 Working + 1 Standby), SBR basins complete with fine bubble diffusers, decanter mechanism, submersible mixers, RAS & WAS pumps, aeration system, DI piping network, DI valves including motorized/electrically actuated sluice valves, screw press/sludge dewatering machine with sludge feed pump, complete chemical preparation and dosing system, online DO and MLSS sensors, radar level transmitters, pressure transmitters, motorized/electrically actuated arrangements for sluice valves at IPS and MPS, complete field instrumentation with junction boxes and cabling, complete Redundant PLC-SCADA system at IPS, MPS and STP including redundant PLC CPUs with auto synchronization, PLC-SCADA panels with HMI, SCADA server and client system, Motor Control System (MCS), 65” LED display screen, desktop computers/laptop with 32” monitor, SCADA software with mobile app facility, networking system and communication modules, air-conditioning for control room, OCEMS as per norms of Central Pollution Control Board (CPCB), complete HT and LT electrical system including outdoor substation with 1 Working + 1 Standby transformer sized for 100% MPS and STP load, HT panels, LT panels, MCC, PCC, DG set rated for 100% MPS and STP load with AMF panel, complete power and control cabling, earthing, lightning protection system, cable trays, transformer and DG foundations, substation fencing as per IER/CPWD specifications, complete campus lighting system including 01 No. High Mast Light, and all associated, incidental and ancillary works required for proper design, engineering, supply, installation, testing, commissioning and successful operation of the plant, including obtaining CTE, CTO and all statutory approvals.The item shall also include 03 months trial run and operation including chemicals, consumables and manpower, excluding electricity charges, and the work shall be treated as complete in all respects on Turnkey basis. No extra claim shall be admissible for any item necessary for successful completion and operation of the STP. The contractor shall submit item-wise BOQ breakup covering all equipment, systems and associated works to the Department for scrutiny and approval prior to execution. |
| 134 | Electrical & Mechanical works at Main Pumping Station (MPS) |
| 135 | Supply of submersible sewage bottom suction non clog Pumpsets having Speed 1460 RPM & Bearing insulation should be compatible for VFD operation and handling raw sewage of Sp. Gr. 1.05 with Pumpset accessories such as duck foot bend,Pedestal auto coupling with Guide rail system of SS 316 submersible pump sets comprises of guide pipe, bracket, upper guide rail holder and lifting chain with D-Sackle etc complete and Material of Construction shall be-:Casing- 2% Ni-CI with hardness ranges 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.)Capacity- Discharge- 73 LPS at Head- 21 Mtr. with suitable rating motor) |
| 136 | Supply of VFD Starter Control Panel with push button suitable for operation on 415V ±6% ,3 phase, 50 Hz, AC supply with semiconductor fuse set and, all necessary MCB switchgears, controlgears and protections along with automatic power factor correction feature and also compatible to PLC based SCADA Automation operation and suitable to operate 40 HP / above rating Pumping Plant (Use which ever is higher) |
| 137 | Supply of 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. |
| 138 | 200 mm dia |
| 139 | 400 mm dia for common header |
| 140 | Supply of CIDF double flanged single/multi door swing check/reflex valves PN 1.0 having 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: |
| 141 | 200 mm dia |
| 142 | 400 mm dia for common header |
| 143 | CI Dismantling joints of following sizes. |
| 144 | 200 mm dia |
| 145 | 400 mm dia for common header |
| 146 | Supply of Cast iron pipes & specials.CIDF Pipe dia 200 mm - 66 Mtr. CIDF Pipe dia 400 mm - 6 Mtr. CIAF Tee 400x200x400 mm - 6 Nos.CI blind flange dia 400x400 mm - 1 No.CIDF 90 degree bend dia 200 mm - 6 Nos.CIDF 90 degree bend dia 400 mm - 2 Nos.CIDF 90 degree duckfoot bend dia 200 mm - 6 Nos.CIDF Reducer/Enlarger 100 mmx 200 mm - 6 Nos.(Note-All items, materials, fittings and accessories required for complete delivery line and common header system shall be deemed to be included in the scope of this work, and any additional item required for proper installation, testing and commissioning of the system shall also be included in this work, and no extra item, claim or payment whatsoever shall be admissible on this account.) |
| 147 | Supply of Nut- Bolt SS-304 and rubber packing material for erection of suitable sizes. |
| 148 | Supply of Manually operated Open Channel sluice Gate in CI with gearbox, single faces rising spindle type generally conforrming to releavant IS , having frame & door fitted with St. Steel faces M.S extension rod with coupling and Guide brackets suitable to a required distance size suitable for 900x900 mm. cutout size at the inlet & outlet of screen chamber as per site requirement. (Note : Size is tentative and may vary as per actual site conditions.) |
| 149 | Supply of Manually operated Thimble Mounted CI Sluice Gates of rising spindle type with gearbox, suitable for 1100mm. dia incoming sewer as per site requirement.(Note : Size is tentative and may vary as per actual site conditions.) |
| 150 | Supply of Manual S.S.316 bar coarse screen 1.50 x 1.20 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.) |
| 151 | Supply of Mechanical multi racked SS 316 coarse screen 6.00 x 1.20 meter size having spacing 20 mm, Bar size 50x10 mm with conveyor system driven by motor , Dead plate 4mm thick, chain sprocket SS 316 , Ultrasonic type differential level sensor, Control Panel Coarse bar screen and Belt conveyor 600x2000mm or as per site requirement.(Note : Size is tentative and may vary as per actual site conditions.) |
| 152 | Supply of E.O.T. crane of 3 Tonne capacity along with gantry girders, chain pulley block and geared trolley suitable for 10 m span 16m clear lift complete in all respect. |
| 153 | 150 mm dia 0-6 Kg/ sq cm. digital pressure guage with S.S. tubing stop cock and necessary fittings. |
| 154 | Supply, Design, fabrication, assembly, internal wiring, installation, testing and commissioning of floor mounted, cubicle type, free standing L.T. Panel Board fabricated from 2 mm thick CRCA sheet steel with 3 mm thick gland plate, suitable for operation on 415 Volt, 3 Phase, 50 Hz A.C. supply, conforming to IEC-60439 (latest edition), powder coated after proper surface treatment, complete with cable alley, detachable gland plates, earthing bus, danger notice plate and all standard accessories, having suitably rated high conductivity Aluminium bus bars of adequate ampacity with neutral bus of 50% capacity of phase bus, sectionalized bus section, short circuit withstand capacity not less than 36 kA, comprising 02 Nos. 4 Pole MCCB incomers of 36 kA breaking capacity microprocessor based (01 No. for Mains and 01 No. for DG Set), complete with one set of CTs of suitable ratio, CT operated ammeter with selector switch, voltmeter 0–500V with selector switch, power factor meter (0.5 lag – 1 – 0.5 lead), frequency meter, surge protection relay, under voltage and over voltage relay, 06 Nos. 160A MCCB of 25 kA breaking capacity for pump feeders complete with mechanical ON/OFF indicator, R-Y-B indication lamps, ammeter with selector switch, single phasing preventer, overload and underload relays, timer and auxiliary relays, multifunction digital energy meter with RS-485 communication for each pump feeder, 01 No. 63A MCCB for lighting load, 01 No. 63A MCCB for miscellaneous load, 02 Nos. 32A MCCB as spare, 02 Nos. 32A MCCB with auto operation provision for APFC panel, complete with copper control wiring, terminal blocks, ferruling, labeling, earthing terminals etc. |
| 155 | Supply of Electromagnetic type Full-Bore Flowmeter 400 mm dia 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 be of +/- 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 . |
| 156 | Power and control cables |
| 157 | Supply of 1100 V grade, 3.5/4 core x 25mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cable from LT panel to juction box.(1x6x40 mtr.) |
| 158 | Supply of 1100V grade, 2Rx3C x16 mm2 PVC insulated PVC sheathed submersible Copper flat cable from junction box to motor. (2x6x30 mtr.) |
| 159 | Supply of Control cable 1*10C, 1.5 mm2 PVC insulated PVC sheathed copper conductor cable for moisture sensor, level sensor, Reverse protection thermistor relay etc.(40m. For each) X 6 Nos.pumps |
| 160 | Supply of Al. junction box in SS304, IP65 with instruments for pumps with Busbar. |
| 161 | Supply of 1100 V grade, 2Rx3.5Cx185mm2 , XLPE insulated Aluminium Armoured conductor cable from Common LT distribution panel to MPS LT Panel. |
| 162 | EARTHING |
| 163 | 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) 14 pits for Pumps &. LT Panel. Size of earthing plate 600mm x 600mm x6 mm with salt and coal. |
| 164 | Lighting system: |
| 165 | Supply & erection of M.S. Tubular Poles SP-36, 9.5 M height. |
| 166 | Supply of S/F of 72 watt LED with lumen reflector. |
| 167 | Supply of Feeder pillar for lighting |
| 168 | Supply and laying of 4x16mm2 Al. armoured cable. |
| 169 | Supply and fixing of 280x170x130 mm.size sintex junction boxes on poles. |
| 170 | Supply and laying of unarmoured cable 6 mm2 core Flat PVC insulated for connection of LED to junction boxes. |
| 171 | Supply of Internal electrification with fixtures. |
| 172 | S/F 1200 mm ceiling Fan for LT Room |
| 173 | S/F of exhaust Fan for LT Room.& Other rooms. |
| 174 | S/F of Earthing of street light pole (SOR-41) |
| 175 | Painting of street light (P5-634) |
| 176 | Supply and installation of DCP type of 5 Kg. Fire existinguisher(PS-1132) |
| 177 | Supply of 12 mm thick rubber mating for safe working on. |
| 178 | Tools |
| 179 | Hydrulic crimping tools-Crimping range: 16-300 sq.mm.,Weight: 6 Kg. ,Length: 500mm,Make/ Model:YQK300 |
| 180 | Mannual crimping tools-Crimping range: 400 sq.mm.,Make/ Model: Crimp well |
| 181 | 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) |
| 182 | Chain wrench (12\\"x18\\", make Taparia) Pipe wrench (1200mm, make Taparia) |
| 183 | Supply of CE & UL certified Hydrostatic type level transmitter for MPS Sump. |
| 184 | Chequered plate of required size so as to cover all trenches. |
| 185 | Testing of all above E/M Items of MPS at O.E.M. Place. |
| 186 | Installation, testing and Commissioning of all electrical, mechanical and associated works etc. complete in all respect as per IS & IER rule of MPS. |
| 187 | Electrical & Mechanical works at Intermediacte Pumping Station (IPS) |
| 188 | Supply of submersible sewage bottom suction non clog Pumpsets having Speed 1460 RPM & Bearing insulation should be compatible for VFD operation and handling raw sewage of Sp. Gr. 1.05 with Pumpset accessories such as duck foot bend,Pedestal auto coupling with Guide rail system of SS 316 submersible pump sets comprises of guide pipe, bracket, upper guide rail holder and lifting chain with D-Sackle etc complete and Material of Construction shall be-:Casing- 2% Ni-CI with hardness ranges 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.)Capacity- Discharge- 30 LPS at Head- 20 Mtr. with suitable rating motor) |
| 189 | Supply of VFD Starter Control Panel with push button suitable for operation on 415V ±6% ,3 phase, 50 Hz, AC supply with semiconductor fuse set and, all necessary MCB switchgears, controlgears and protections along with automatic power factor correction feature and also compatible to PLC based SCADA Automation operation and suitable to operate 20 HP / above rating Pumping Plant (Use which ever is higher) |
| 190 | Supply of 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. |
| 191 | 150 mm dia |
| 192 | 250 mm dia for common header |
| 193 | Cast iron pipes & specials.CIDF Pipe dia 150 mm - 51 Mtr. CIDF Pipe dia 250 mm - 12 Mtr.CIAF Tee 250x150x250 mm - 6 Nos.CI blind flange dia 250 mm - 1 No.CIDF 90 degree bend dia 150 mm - 6 Nos.CIDF 90 degree bend dia 250 mm - 1 No.CIDF 90 degree duckfoot bend dia 150 mm - 6 Nos.CIDF Reducer/Enlarger 100 mmx 150 mm - 6 Nos. (Note-All items, materials, fittings and accessories required for complete delivery line and common header system shall be deemed to be included in the scope of this work, and any additional item required for proper installation, testing and commissioning of the system shall also be included in this work, and no extra item, claim or payment whatsoever shall be admissible on this account.) |
| 194 | Supply of Nut- Bolt SS-304 and rubber packing material for erection of suitable sizes. |
| 195 | Supply of CIDF double flanged single/multi door swing check/Reflex valves PN 1.0 having 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: |
| 196 | 150 mm dia |
| 197 | 250 mm dia for common header |
| 198 | CI Dismantling joints |
| 199 | 150 mm dia |
| 200 | 250 mm dia for common header |
| 201 | Supply of manually operated Open Channel sluice Gate in CI with gearbox, single faces rising spindle type generally conforrming to releavant IS , having frame & door fitted with St. Steel faces M.S extension rod with coupling and Guide brackets suitable to a required distance size suitable for 800x800 mm. cutout size at the inlet & outlet of screen chamber as per site requirement. (Note : Size is tentative and may vary as per actual site conditions.) |
| 202 | Supply of manually operated Thimble Mounted CI Sluice Gates of rising spindle type with gearbox, suitable for 1000mm. dia incoming sewer as per site requirement.(Note : Size is tentative and may vary as per actual site conditions.) |
| 203 | Supply of Manual S.S.316 bar coarse screen 1.25 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.) |
| 204 | Supply of Mechanical multi racked SS 316 coarse screen 6.00 x 1.0 meter size having spacing 20 mm, bar size 50x10 mm with conveyor system driven by motor , Dead plate 4mm thick, chain sprocket SS 316 , Ultrasonic type differential level sensor, Control Panel Coarse bar screen and Belt conveyor 600x2000mm or as per site requirement.(Note : Size is tentative and may vary as per actual site conditions.) |
| 205 | Supply of E.O.T. crane of 3 Tonne capacity along with gantry girders, chain pulley block and geared trolley suitable for 10 m span 16m clear lift complete in all respect for IPS |
| 206 | Supply of 150 mm dia 0-6 Kg/ sq cm. digital pressure guage with S.S. tubing stop cock and necessary fittings. |
| 207 | Supply of Electromagnetic type Full-Bore Flowmeter 250 mm dia 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 be of +/- 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 . |
| 208 | L.T. Panel Board Conforming to IEC-60439 |
| 209 | Supply, Design, fabrication, assembly, internal wiring, installation, testing and commissioning of floor mounted, cubicle type, free standing L.T. Panel Board fabricated from 2 mm thick CRCA sheet steel with 3 mm thick gland plate, suitable for operation on 415 Volt, 3 Phase, 50 Hz A.C. supply, conforming to IEC-60439 (latest edition), powder coated after proper surface treatment, complete with cable alley, detachable gland plates, earthing bus, danger notice plate and all standard accessories, having suitably rated high conductivity Aluminium bus bars of adequate ampacity with neutral bus of 50% capacity of phase bus, sectionalized bus section, short circuit withstand capacity not less than 36 kA, comprising 03 Nos. 4 Pole MCCB incomers of 36 kA breaking capacity microprocessor based (02 No. for Transformer Mains and 01 No. for DG Set), complete with one set of CTs of suitable ratio, CT operated ammeter with selector switch, voltmeter 0–500V with selector switch, power factor meter (0.5 lag – 1 – 0.5 lead), frequency meter, surge protection relay, under voltage and over voltage relay, 06 Nos. 160A MCCB of 25 kA breaking capacity for pump feeders complete with mechanical ON/OFF indicator, R-Y-B indication lamps, ammeter with selector switch, single phasing preventer, overload and underload relays, timer and auxiliary relays, multifunction digital energy meter with RS-485 communication for each pump feeder, 01 No. 63A MCCB for lighting load, 01 No. 63A MCCB for miscellaneous load, 02 Nos. 32A MCCB as spare, 02 Nos. 32A MCCB with auto operation provision for APFC panel, complete with copper control wiring, terminal blocks, ferruling, labeling, earthing terminals etc. |
| 210 | Power and control cables |
| 211 | Supply of 1100 V grade, 3.5 core x25mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cable from LT panel to juction box.(1x6x40 mtr.) |
| 212 | Supply of 1100V grade, 2Rx3C x16 mm2 PVC insulated PVC sheathed submersible copper flat cable from junction box to motor. (2x6x30 mtr.) |
| 213 | Supply of Control cable 1*10C, 1.5 mm2 PVC insulated PVC sheathed copper conductor cable for moisture sensor, level sensor, Reverse protection thermistor relay etc.(40m. For each) X 6 Nos.pumps |
| 214 | Supply of Al. junction box in SS304, IP65 with instruments for pumps with Busbar. |
| 215 | EARTHING |
| 216 | 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) 12 pits for Pumps &. LT Panel. Size of earthing plate 600mm x 600mm x6 mm with salt and coal. |
| 217 | Lighting system: |
| 218 | Supply & erection of M.S. Tubular Poles SP-36, 9.5 M height. |
| 219 | S/F of 72 watt LED with lumen reflector. |
| 220 | Supply of Feeder pillar for lighting |
| 221 | Supply and laying of 4x16mm2 Al. armoured cable. |
| 222 | Supply and fixing of 280x170x130 mm.size sintex junction boxes on poles. |
| 223 | Supply and laying of unarmoured cable 6 mm2 core Flat PVC insulated for connection of LED to junction boxes. |
| 224 | Internal electrification with fixtures. |
| 225 | S/F 1200 mm ceiling Fan for LT Room |
| 226 | S/F of exhaust Fan for LT Room.& Other rooms. |
| 227 | Earthing of street light pole (SOR-41) |
| 228 | Painting of street light (P5-634) |
| 229 | Supply and installation of DCP type of 5 Kg. Fire existinguisher(PS-1132) |
| 230 | Supply of 12 mm thick rubber mating for safe working on. |
| 231 | Tools |
| 232 | Hydrulic crimping tools-Crimping range: 16-300 sq.mm.,Weight: 6 Kg. ,Length: 500mm,Make/ Model:YQK300 |
| 233 | Mannual crimping tools-Crimping range: 400 sq.mm.,Make/ Model: Crimp well |
| 234 | 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) |
| 235 | Chain wrench (12\\"x18\\", make Taparia) Pipe wrench (1200mm, make Taparia) |
| 236 | Supply of CE & UL certified Hydrostatic type level transmitter for IPS Sump. |
| 237 | Chequered plate of required size so as to cover all trenches. |
| 238 | Testing of all above E/M Items of IPS at O.E.M. Place. |
| 239 | Installation, testing and Commissioning of all electrical, mechanical and associated works etc. complete in all respect as per IS & IER rule of IPS. |
| 240 | Supply of 125 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 of MS 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 as per CPCB 4 guidlines. |
| 241 | 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. |
| 242 | Supply and laying of 1100 voltage grade,1x3.5Cx120 mm2 Al. conductor, XLPE insulation , armoured cable from DG terminal to DG Panel & from DG Panel to LT Panel. |
| 243 | Installation, testing and Commissioning of D.G. Set & AMF.Panel with Double Earthing works complete with Al. strip size 25X6mm , complete as per IS & IER. |
| 244 | Power Distribution Transformer : |
| 245 | Supply of Oil immersed Outdoor type Power distribution transformer 11/0.433 KV rating 160 KVA double wound with copper winding, Level-1, vector group dyn 11, ONAN with OFF LOAD tap changer operated for voltage variation + 5.0 % to - 10% at 07 tap positions in step of 2.5% along with its R.T.C.C. Panel complete with standard fitting & accessories incorporated with Marshall box for OTI,WTI & Buchholz relay etc. |
| 246 | Supply and laying of 1100 voltage grade,1x3.5Cx150 mm2 Aluminium conductor, XLPE armoured cable from transformer to LT Panel. |
| 247 | 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. |
| 248 | H.T. Switch Gear Panel : |
| 249 | Supply of 12 KV, H.T. V.C.B. Panel with one incoming & two out going ,630Amp. (25 KA) Rating have followings-Incommer Feeder- 01 No.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 50-40/5A Dual core, Class-1 for measurement core & 5P10 for protection core & PT 11KV/110 VAC. KWH meter, power factor meter, frequency meter. Amp. meter 0-50 & volt meter 0 to12 KV. All relays required separately conventioal type 24 to 30 VDC, 110 VAC.Outgoing Feeder- 02 Nos.Outgoing feeder control panel equiped with triple pole 3 O/C + 1 E/F relay with IDMT & intantaneous characteristics, mater trip relay & Auxilliary relay for Buchhloz alarm / trip, OTI alram / trip & WTI alram/trip, etc. C.T.ratio 50-40/5A, Class-1 for measurement core & 5P10 for protection core.DC Supply 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. |
| 250 | Supply and laying of 1x3Cx95 mm 2 ,11 KV HT Al. Cable XLPE insulation from metering panel to H.T. Panel and from H.T. Panel to both transformers. |
| 251 | S/F of XLPE cable End termination box of 120/150mm2 : |
| 252 | Indoor end termination box. |
| 253 | Earthing of H.T Panel as per IS & IER. |
| 254 | Installation of HT Panel. |
| 255 | Testing & Commissioning of HT Panel etc. |
| 256 | 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. |
| 257 | Installation, testing & comissioning of Substation equipment, Transformer, HT/LT panel, DG set etc complete with fencing with iron mesh as per IER and IS code complete in all respect. |
| 258 | Diesel & Lubricants for MPS with STP for 03 months Trial & Run (excluding electricity) |
| 259 | Diesel & Lubricants for IPS for 03 months Trial & Run (excluding electricity) Please Enable Macros to View BoQ information |
