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| 1 | Co-Treatment Facilities (STP) ( 4.80 MLD cum FSTP (7 KLD)) |
| 2 | Design, Construction, Supply of all materials, Erection and Commissioning of co treatment facilities (4.8 MLD STP cum 7.00 KLD FSTP) with all the civil, LT/HT panel room, sub station building, DG set foundation, admin buidling, laboratories, meter room and campus development [Construction of Internal Road (CC Road, 3.5 m wide,min area approx 1600 sqm with 100 mm thick 1:2:4 over 150 mm thick PCC 1:4:8),fiiling of earth if required] fully furnished administrative building having fully functional testing laboratory, PLC/SCADA Rooms, Power Generation building, Blower building, sludge handling system & other building required for technology proposed. OCEMS system at inlet & outlet of STP and master control station (MCS) at STP. Conference room suitable for 15 people, 4 rooms with a attached toilet for supervisory staff and a toilet block, drinking water cooler, all office rooms and conference room (Air Conditioned)., staff quarters as per requirement and specification, external water supply (20KL tank including tube well and pumping arrangement, sanitation work) etc. all complete for STP with co-treatment facilities. STP shall be based on SBR Technology. The effluent quality for agricultural uses (PH-6.5 TO 8.3, SS-30 mg/l, Oil&Grease-10 mg/l, BOD-10mg/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). ) shall be maintained as per CPHEEO manuals. Latest NGT norms for effluent discharge shall be adhered. The capacity of sub station and DG set shall be designed for cumbined load of MPSThe cost is inclusive of MPS (civil works). |
| 3 | Civil works |
| 4 | Construction of Boundary Wall 1.8m ht. above plinth level with RCC Column @3m c/c with plinth beam and foundation avg. 1.6 m depth from madup level including reinforcement and RCC coping with circular fencing on top of wall with plaster (1:4) and painting (apex ultima painting 3 coat over wall putty) as per type design and drawing at the STP site |
| 5 | MS gate (3.6 m wide with wicket gate 1.00 m ) |
| 6 | INTERCEPTOR SEWER |
| 7 | 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 | (a) 0.00 to 1.50 m |
| 9 | (b) 01.50 to 03.00 m |
| 10 | (c) 03.00 to 04.50 m |
| 11 | (d) 04.50 to 06.00 m |
| 12 | 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 |
| 13 | (a) 0.00 to 3 m |
| 14 | (b) 03.00 to 06.00 m |
| 15 | Same as item No. 12 but for open timbering |
| 16 | (a) 0.00 to 03.00 m |
| 17 | Supply of I.S.I. marked AC (Mazza) pipes for sewerage confirming to I.S. 6908:1991 or it's latest amendment(s) including cost of one number A.C. coupling with a set of three rubber rings per pipe length, inclusive of third party inspection charges, packing and forwarding charges, transit insurance charges, road transportation charges etc. all complete. |
| 18 | 250 mm dia |
| 19 | Lowering, carting,Laying and jointing of Double Wall Corrugated (DWC) pipes of Class SN8 Structured wall (External Annular Corrugated & Smooth Internal Surface) polyethelene pipe and fittings with the help of coupler (online/offline coupler) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the sepecified vally of the corrugation at the spigot end,loweing the same into the trench, laying on the lower bedding (constructed at bottom of the trenches) at prescribed gradient, depth & alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications and detailed engineering, including carriage of pipes &fittings from site stacks to the place of laying etc. as per direction of Engineer-In-Charge. |
| 20 | 250 mm dia pipe ( Internal) |
| 21 | 00.00 -0 1.50 m |
| 22 | 01.50 -0 3.00 m |
| 23 | 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). |
| 24 | 300 mm dia |
| 25 | 350 mm dia |
| 26 | 400 mm dia |
| 27 | 500 mm dia |
| 28 | 600 mm dia |
| 29 | 700 mm dia |
| 30 | 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 & jointing the same in to the trenches upto depth as specified below G.L. true to alignment |
| 31 | 300 mm dia pipe ( Internal) |
| 32 | 00.00 - 0 1.50 m |
| 33 | 01.50 - 0 3.00 m |
| 34 | 03.00 - 04.50 m |
| 35 | 350 mm dia pipe (Internal) |
| 36 | 01.50 - 0 3.00 m |
| 37 | 400 mm dia pipe (Internal) |
| 38 | 01.50 - 0 3.00 m |
| 39 | 500 mm dia pipe (Internal) |
| 40 | 01.50 - 0 3.00 m |
| 41 | 600 mm dia pipe ( Internal) |
| 42 | 01.50 - 0 3.00 m |
| 43 | 03.00 - 04.50 m |
| 44 | 04.50 - 06.00 m |
| 45 | 700 mm dia pipe ( Internal) |
| 46 | 04.50 - 06.00 m |
| 47 | 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. |
| 48 | (a) 00.00 to 01.50 m |
| 49 | (b) 01.50 to 03.00 m |
| 50 | (c) 03.00 to 04.50 m |
| 51 | (d) 04.50 to 06.00 m |
| 52 | Sand bedding for DWC Pipe including supply of all materials, labour, T&P etc. required for proper completion of work |
| 53 | (a) 00.00 to 01.50 m |
| 54 | 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. (As per statement) |
| 55 | (b) 01.50 to 03.00 m |
| 56 | Supply (excluding cartage) of granular material (well graded crushed rock or gravel of maximum size 20mm) for class B bedding (granular bedding) |
| 57 | Construction of circular type/Rcc precast Manhole brick masonry HD ( EHD 30) 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. |
| 58 | 900mm internal dia., 1.65m deep |
| 59 | 1200mm internal dia., 3.30m deep |
| 60 | 1500mm internal dia., 4.95m deep |
| 61 | Extra for every additional depth of 1 m or part there of in following size of circular manholes. |
| 62 | 900mm internal dia., 1.65m deep (-) |
| 63 | 1200mm internal dia., 3.30m deep (-) |
| 64 | 1500mm internal dia., 4.95m deep (-) |
| 65 | 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. |
| 66 | Bituminous road |
| 67 | Concrete road |
| 68 | Interlocking tile road |
| 69 | B.O.E road |
| 70 | 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 |
| 71 | Bituminous road ( G1-100 mm,G2 -100 mm & G3 -300 mm) |
| 72 | Concrete road (CC 100 mm thick in 1:2:4 over 150 mm thick pcc 1:4:8 ) |
| 73 | Interlocking tile road ( with Base conc in 1:4:8 -150 mm thick ) |
| 74 | B.O.E road |
| 75 | Tack & SDBC Coat on existing BT Road (remaining area after reinstatement) |
| 76 | 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. |
| 77 | Disposal of Surplus Earth |
| 78 | Interception and diversion (I&D) Structure works |
| 79 | Outfall structure with 1 gate (Size 1.0m x 1.06m) across the Drain and 1 gate at the diversion pipe inlet ( I &D Structure as per Drawing attached including strengthning of existing drain for 3 m length on either side of I&D structure , with SS-304 manual screen and specification should be as per engineering incharge. |
| 80 | E&M works |
| 81 | Electrical & Mechanical works at STP |
| 82 | The complete turnkey based execution of an SBR-based STP (4.80 MLD) with co-treatment (7KLD) FSTP shall include manual fine screen, mechanical fine step screen, vortex grit removal system, diffusers, decanter mechanism, RAS & WAS pumps, blowers, mixers, aeration system, piping and valves including actuator-operated sluice valves, online DO and MLSS sensors, OCEMS as per CPCB norms, MCS (including 65'' screen, PLC-SCADA Panel with HMI, 02 Nos desktop with 32\\" monitor/Laptop, scada software, mobile app facility with mobile, AC etc.), screw press/sludge dewatering machine with sludge feed pump, chemical treatment and dosing system, HT/LT electrical system with outdoor sub-station for MPS & STP load (transformer 1w+1s, HT/LT panels, cabling and earthing), DG set (for MPS & STP Load 100% working) with AMF panel, complete campus lighting system, as well as DG set and transformer foundations, fencing of sub-station as per IER and statutory requirements, complete cabeling with Cable trays, and all other associated, incidental and ancillary works required for proper and complete execution. The scope shall cover design, supply, installation, testing, commissioning, trial run, training and documentation, and the work shall be treated as complete in all respects under a Turnkey project, No extra claim admissible for any item necessary for successful completion and operation of the STP. The item-wise BOQ breakup, covering all equipment, systems and associated works, shall be submitted by the contractor and shall be scrutinized, finalized and approved by the Department. Obtaining CTE, CTO and all statutory NOCs, including those related to electrical works, shall be entirely under the contractor’s scope and at the contractor’s own cost. |
| 83 | Electrical & Mechanical works at MPS |
| 84 | Supply of sewage submersible non-clog vertical spindle type pumps suitable for sewage duty, capable of handling minimum 125 mm solid size with sewage specific gravity up to 1.05, of robust construction and continuous duty. The pump shall be provided with non-clog semi-open impeller, single or multi-vane, preferably contra-bloc or vortex type, and equipped with double mechanical seals with silicon carbide faces. Pumps shall be complete with automatic coupling arrangement, including pedestal, stainless steel guide pipes/rails and all related accessories for easy lifting, lowering and maintenance. Pump speed shall be 980 rpm and motor shall operate on 3-phase, 415 V (±10%), 50 Hz (±5%) supply. The rotating assembly shall be dynamically balanced as per applicable standards. Motor insulation shall be Class ‘F’ with degree of protection IP-68 as per IS 4691, suitable for continuous operation in fully or partially submerged conditions, complete in all respects.MOC:Pump casing/Housing - CI Gr. FG 260 :IS210 with 2% NICI, Impeller - CF8M, Shaft - Stainless steel AISI 410, Guide Pipe - SS 316, Lifting Chain - SS 304Pumping plant of following rating capacities. (Note: The discharge and head indicated are tentative and shall be finalized during execution of the work.)CAPACITY:- 4400 LPM/ 17 Mtr. HEAD/ 30 HP (2 working+2 standby) |
| 85 | Supply of (SS-304 Metal seated) DIDF Sluive valve with electrical actuator suitable for hydrostatic test pressure of 10Kg./Cm2 for seat and 15Kg./Cm2 for body (PN-1.0) of following sizes suitable for sewage applications of following sizes at pump delivery |
| 86 | 200 mm Dia size |
| 87 | 300 mm Dia size at common header |
| 88 | Supply of DIDF Single Door/ Multi Door Non return/reflux valve conforming to relevent IS, PN-1.0 to be fixed after pumps for 90% fast closing & 10% slow closing suitable for sewage applications of 200 mm dia. Size. |
| 89 | Pipings |
| 90 | Note: Regarding the size of pipes. Tee, Bend etc, contrctor is required to designed them self and may got it approved by the department before execution of works along with layout drawing |
| 91 | 200 mm, DI-K9 delivery pipes for large pumping plants |
| 92 | 300 mm, DI-K9 common header pipes |
| 93 | Specials like bend, tee, D Joint etc |
| 94 | GI Nut Bolt, Washer Rubber packing etc |
| 95 | Supply of Radar type level transmitter shall be provided in the pump house for measuring the sewage level in wet sump (for Hi-Lo cut-off & alarms). The indicator shall be digital type showing depth in meters and shall be capable for input to PLC or HMI touch sceen for display |
| 96 | Supply of CE/UL certified Electro magnetic flow meter suitable to measure 0 to 30 MLD flow to be fitted in 300 mm dia main header line |
| 97 | Supply of 3 Ton EOT crane providing, erecting and commissioning single girder electrically operated rectangular over head travelling crane with 6 m lin complete with wire rope hoist, class II duty, all three motions electrically operated by suitable raung moter IP 54, control panel and dowu pendent control block with gurder etc. required for proper completion of the work. |
| 98 | Painting of all pumps piping and valves with two coat epoxy paint |
| 99 | SCREENS AND GATES: |
| 100 | Supply of Rising type thimble mounted CI Sluice Gates of reputed make at MPS |
| 101 | Supply of Stainless steel Mannal Screen (20 mm gaping) 50x10 mm bar size suitable to handle peak flow. (1 working + 1 standby) |
| 102 | Installation, testing, and commissioning of all pump sets, piping, and valves, sluice gate, manual screen and all above associated equipments etc. including chequered plates, as per the approved drawings submitted by the contractor and duly approved by the department. |
| 103 | Rennovation work of office with PVC Paneling, required furniture etc. |
| 104 | L.T. panel |
| 105 | Supply, Installation, Testing and Comissioning of 0.415 LV LT control panel for pumping plant LT control panel suitable to operated on 415-6% vol. 3 Phase, 50 Hz. AC supply as per details given below AJ2 Nos incomag MCCB panels aml 1 No outgoing MCCB panel each comisting of following items (14 pole MCCB 250 A Rating 35 kA- Noi) CTs of suitable ratio No (i) Ammeter with selector switch- No (iv) Voltmeter wwh selector swinch- 1 No (1 Power factor meterto 5 Lag&O SLead) Nn (vi) Frequency meter-1 No rv) KWII meter I No (2. Pole over current iclay & une pole earth fault retas No (B)Bus har chamber having 3 Nos bus bars for phase and 1 No bus har for neutral of suitable sinz-1 Nu (C)3 Nos compatic panels for pumping plants, cach consisting of following tems-1114 pole MCCB 160 A current ning 23 KA short circuit breaking capacity With Microprocessor huned release with adjustable adjustable O/L & S/C setting with Inbuilt instantaneous and Ground Fauli Protection - Not Ts of suitable ratio- I No (ii) Ammeter with selector swach - Ne (iv) Automatic start/stop device acconding to level in the sump | Notvindicating lamps(Auto/manual/low level/ reverse rotation)- Set (D) 2 Nos. composine panels for pumping plants, each consisting of following items (1) 4 pole MCCB 63 A current rating 25 KA short circuit breaking capacity With Microprocessor based release with adjustable adjustable OL & S/C setting with Inbuilt Instantaneous and Ground fault Protection-1 No.(11) Ts. of suitable ratno-1 No (Ammeter with selector switch-1 No (iv) Automatic start/stop device according to level in the sump- 1 No (v)Indicating lamps(Auto/manual/low level reverse mtation) - 1 Ser (F) 1 Nos outguing pancis for miscellaneous works, cach consisting of following rams(1) MCB of 40 A capacity- No (1) CTs of suitable ratio- No (ur) Ammeter with selector switch-1 No (iv) ledicating lamps- 1 Set (F)APFC Panel for total load (G) 4 pole 400 A Rating 35 kA Panel for DG sets incoming-INO (G) Bus coupler arrangement in panels, Rubber resistance sheet, fire extingushers |
| 106 | Supply and Laying and jointing of LT Power and control cable-Supply of Armored 240 sq mm 1 Run required for power from each Transformer to each: LT panel, Unannored 50 sq mm X 3 core-1 run cable for power Imm starters to Motors & including hanging and jointing, laving bench excavation and compaction as well as compless cabling of automation system etc. complete in all respect. |
| 107 | Supply, Installation, Testing and Comissioning of Plate Earthing as per IS 3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 30mm by embodying 3 mtr below the ground level with 20 mm dia. G.I. 'B' class watering Pipe, including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm. Buttom Dia 300 to 350 nm, and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book. All as per pre approved by Engineer in charge. |
| 108 | Supply, Installation, Testing and Comissioning of Pipe Earthing as per IS:3043-1987 with 3.0 Mtr. Long, 40 mm dia. 'B' class G1 Pipe IS: 1239 (Part-1) 2004, Equivalent to BS: 1387 with perforated holes of 12 mun dia including all accessories like nut, bolts. seducer, nipple, wire meshed funnel, and Heavy duty weather proof poly propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of suze Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of carth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book All as per pre approved by Engineer in charge |
| 109 | Supply & Laying of 50mmX6mm size Gf earth strip in horizontal or vertical run in ground/surface'recess including riveting, soldering, saddles, Jointing shall be done by overlapping and with 2 set of Gl nut bolt & spring washer 140 spaced at 50cm making consection etc (20meter for each earthing) |
| 110 | Expendititure on B&L Form, Challan, NOC from electrical safety department etc. |
| 111 | Proper fencing of substation as per I.R. rules, |
| 112 | Supply, Installation, Testing and Comissioning of 3mm thick M.S. chequerred plate over all the run of cables trenches to cover properly and MS grill and M.S guard over all pipes ducts and other point where required as per site condition. |
| 113 | STARTER PANEL |
| 114 | Supply, Installation, Testing and Comissioning of Variable Frequency Drive, suitable to meet the basic requirement of motor protections and suitable to run 30 HP motor (To be fixed in composite panel of LT Panel) |
| 115 | Supply, Installation, Testing and Comissioning of Variable Frequency Drive, suitable to meet the basic requirement of motor protections and suitable to run 30 HP motor (To be fixed in composite panel of LT Panel) |
| 116 | LIGHT WIRING & Electrification |
| 117 | Complete Electrification of LT Panel room with 2 Not Faust Fan |
| 118 | MPS Campus with Solar Panel and LED Light of 3 sets |
| 119 | AUTOMATION OF MPS |
| 120 | Supply of CE & UL certified PLC/RTU with redundant CPU & power supply in IP 54 enclosure suitable to communicate with GSM based modem unit with redundant CPU & power supply with annalog & digital paramter & features as specified for MPS to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification including full developed version of scada software with customization of software with laptop/desktop etc to monitor and control the ips from remote places. |
| 121 | Supply of GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data frorn remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification |
| 122 | Supply of CE/UL certified intellignet Smart Energy Meter |
| 123 | Supply of Auto phase reversal unit with inbuilt time delay & enclosure (confirm to IEC-60947-& IEC-60947-b-1) of 160 amp. |
| 124 | Supply of Electronic sensor type pressure measuring device suitable for pressure measurements of sewage flow in delivery and common header line. The meterial of construction of housing and other parts in contact with sewage shall be of stainless steel. These shall be of required protection category and complete with signal transmitting device and digital pressure indicator |
| 125 | Supply of CE/UL Certified Surge protechor for commin panel |
| 126 | Supply of CE/UL Certified 7\\" HMI touch screen suitable to communication with PLC/RTU for Leul display & control ofp rocess parameters |
| 127 | Security Survsliance IP Camera with recorder. |
| 128 | Installation, Commissioning & Testing of above automation work. |
| 129 | Trial Run of complete scheme with Automation work for 3 months periods for MPS & STP including 03 Nos operator and chamical (excluding electricity charges) |
| 130 | Trial Run of DG Set for 3 months including Diesel & lubricants etc. Granting permission Charges for crossing of Moradabad-Bareilly Railway line from railway Please Enable Macros to View BoQ information |
