|
| 1 | SCHEDULE (G-1) |
| 2 | INTERCEPTION & DIVERSION OF NALLA (DRAIN) NEAR STP SITE |
| 3 | Excavation in foundation in ordinary soil (loam, clay & sand) including lift upto 1.5m and lead upto 50m watering & ramming of excavated earth into the trenches or into the space between the building and the sides of the foundation or into the plinth and disposal of surplus earth upto a distance of 50m from centre of trenches. |
| 4 | 0.00 to 1.50 m |
| 5 | 1.50 to 3.00 m |
| 6 | 3.00 to 4.50 m |
| 7 | Providing lay in PCC in following proportion in foundation and floor including supply of all materials, labour, T&P etc. complete required for the work 1:4:8 with coarse sand and 4cm gauge stone ballast. |
| 8 | Providing lay in RCC in following proportion in foundation and floor including supply of all materials, labour, T&P etc. complete required for the work 1:2:4 with coarse sand and 4cm gauge stone ballast. |
| 9 | RCC work with cement, coarse sand and graded stone aggregate 20mm nominal size in proportion of 1:1.5:3 excluding supply of the reinforcement and its bending but including its fixing and binding with 0.5mm thick binding wire (to be supplied by the contractor) & including necessary centering and shuttering, supply of all materials labour, T&P etc. required for proper completion of work. |
| 10 | Mild steel or iron work in R.C.C. work wrought to required shape as necessaty including bending for proper completion of work including supply of steel & wastage etc. |
| 11 | In Wall & Slab |
| 12 | Providing and fixing Perforated RCC Slab. |
| 13 | Providing and fixing PVC coated c.i. footsteps in the walls. |
| 14 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 15 | Circular shape 560 mm internal dia. |
| 16 | Hand operated cast iron single phases sluice Gate, rising spindle type generally as per IS 13349 Class-1, having cast iron frame & door fitted with St. Steel CF-8M faces M.S extension road with coupling and CI Guide brackets suitable to a required distance. Sluice gate shall be provided with C.I. Geared head stock with hand wheel & supporting M.S Channel. |
| 17 | In Nala (Size-1.5x1.0m) |
| 18 | In Screen (Size-1.5x1.0m) |
| 19 | Manual coarse bar screen size 1.50mx2.31m meter and bar spacing 40mm in SS-304 as per site requirement. |
| 20 | SCHEDULE (G-2) |
| 21 | I & D SEWER AND APPURTENANT WORKS |
| 22 | Excavatrion in foundation in ordinary soil (loam, clay & sand) including lift upto 1.5m and lead upto 50m watering & rammin of excavated earth into the tranches or into the space between the building and the sides of the foundation or into the plinth and disposal of surplus earth upto a distance of 50m from centre of trenches. |
| 23 | 0.00 to 1.50 m |
| 24 | 1.50 to 3.00 m |
| 25 | 3.00 to 4.50 m |
| 26 | 4.50 to 6.00 m |
| 27 | Providing and laying 1:4:8 (1 Cement : 2 Coarse Sand : 8 Stone aggregate 40mm nominal size) including watering, ramming consolidating and dressing complete- All work up to plinth level : |
| 28 | Providing and laying 1:2:4 (1 Cement : 2 Coarse Sand : 4 Stone aggregate 40mm nominal size) including watering, ramming consolidating and dressing complete- All work up to plinth level : |
| 29 | Provide all material, labour and T&P etc. fixing of following type of timbering in trenches with 50 mm thick country wood planks, 150 X 75 mmsize sal wood wallers and 125mm dia. sal wood ballies for struts 1.5 m c/c etc. complete. |
| 30 | A. Close Timbering (0.00 TO 3.00m) |
| 31 | B. Close Timbering (3.00 TO 6.00m) |
| 32 | Disposal of surplus earth with municipal limits upto a distance of 2 km as per direction of E/I. |
| 33 | Filling, Dressing and Ramming Earth or Sand or Bajri or Ballast or ankar or Shilgle. |
| 34 | Carting re-carting of earth Due to Narrow Lanes of 99 m length upto 1 km as per direction of E/I. |
| 35 | Providing and Supply non-pressure R.C.C NP-3 pipes Socket & spigot pipes with rubber gasket joint including testing of joints. |
| 36 | 600mm dia |
| 37 | 800mm dia |
| 38 | Carting laying jointing and fill testing from the following sizes of R.C.C NP-3 pipes and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient including testing of pipeline (but excluding cost of trenching and cuting of pipes etc. for making of lengths but including making joint. |
| 39 | 3.00 to 4.50 m600mm dia |
| 40 | 4.50 to 6.00 m600mm dia |
| 41 | 800mm dia |
| 42 | Supply of all materials, labour, T & P etc. and constructing Brick circular M.H. of following sizes as type design and drawing. (as per unit estimate) |
| 43 | 1500 mm dia X 4950 mm depths |
| 44 | 1500 mm dia X 9000 mm depths |
| 45 | Addition or Substraction due to varition in shaft for following size of M.H.(as per unit estimate.) |
| 46 | 1500 mm dia X 4950 mm depths |
| 47 | 1500 mm dia X 9000 mm depths |
| 48 | temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape 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. (@ 20% of Total length) |
| 49 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material as per direction of Engineer-in-charge: |
| 50 | Bitumen Road |
| 51 | CC Road |
| 52 | ReinstatemenT of Road in Sewer Laying |
| 53 | Bitumen Road |
| 54 | CC Road |
| 55 | Provision for laying of sewer by trenchless technology |
| 56 | Supply of MS pipe (As per IS:3589 made from steel confirming to IS:2062), with anti corrosive treatement with P.U coating |
| 57 | 1000 mm dia pipe 12 mm Pipe Wall Thickness |
| 58 | 1200 mm dia pipe 16 mm Pipe Wall Thickness |
| 59 | IInstallation 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) |
| 60 | 1000 mm dia pipe 12 mm Pipe Wall Thickness |
| 61 | 1200 mm dia pipe 16 mm Pipe Wall Thickness |
| 62 | 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 |
| 63 | SCHEDULE (G-3) |
| 64 | SCREEN CHANNEL BEFORE MPS |
| 65 | Excavation in foundation in ordinary soil (loam, clay & sand) including lift upto 1.5m and lead upto 50m watering & ramming of excavated earth into the trenches or into the space between the building and the sides of the foundation or into the plinth and disposal of surplus earth upto a distance of 50m from centre of trenches.In ordinary soil |
| 66 | 0.00 to 1.50 m |
| 67 | 1.50 to 3.00 m |
| 68 | 3.00 to 4.50 m |
| 69 | 4.50 to 6.00 m |
| 70 | Providing lay in PCC in following proportion in foundation and floor including supply of all materials, labour, T&P etc. complete required for the work 1:4:8 with coarse sand and 4cm gauge stone ballast. |
| 71 | RCC work with cement, coarse sand and graded stone aggregate 20mm nominal size in proportion of 1:1.5:3 excluding supply of the reinforcement and its bending but including its fixing and binding with 0.5mm thick binding wire (to be supplied by the contractor) & including necessary centering and shuttering, supply of all materials labour, T&P etc. required for proper completion of work. |
| 72 | Mild steel or iron work in R.C.C. work wrought to required shape as necessaty including bending for proper completion of work including supply of steel & wastage etc. |
| 73 | In Base & Wall |
| 74 | Disposal of surplus earth within municipal limits upto a distance of 8 km as per direct. |
| 75 | Providing and fixing Perforated RCC Slab. |
| 76 | SCHEDULE (G-4) |
| 77 | Sump Well At MPS |
| 78 | Excavation in foundation in ordinary soil (loam, clay & sand) including lift upto 1.5m and lead upto 50m watering & ramming of excavated earth into the trenches or into the space between the building and the sides of the foundation or into the plinth and disposal of surplus earth upto a distance of 50m from centre of trenches.0.00 - 1.50 m depth |
| 79 | 1.50 - 3.00m |
| 80 | RCC work with cement, coarse sand and graded stone aggregate 20mm nominal size in proportion of 1:1.5:3 excluding supply of the reinforcement and its bending but including its fixing and binding with 0.5mm thick binding wire (to be supplied by the contractor) & including necessary centering and shuttering, supply of all materials labour, T&P etc. required for proper completion of work. |
| 81 | In Wall Shoe, Base, Slab, Foundation of Pump etc. |
| 82 | Mild steel or iron work in R.C.C. work wrought to required shape as necessaty including bending for proper completion of work including supply of steel & wastage etc. Mild Steel or Iron Work in Plain Work. |
| 83 | Mild steel or iron work in R.C.C. work wrought to required shape as necessaty including bending for proper completion of work including supply of steel & wastage etc. Mild Steel or Iron Work of Heavy Size Sections. For Cutting edge, Hand Rail & ISMB. |
| 84 | Providing lay in PCC in following proportion in foundation and floor including supply of all materials, labour, T&P etc. complete required for the work 1:2:4 with coarse sand and 4cm gauge stone ballast. |
| 85 | Sinking of well in ordinary soil below spring level, including supply - erection and working of all plants required as well as loading and unloading of weight and bailing and pumping out water with machinery or otherwise as required including MS form work of curb as shown in drawing and disposal of surplus earth as per direction of E/I. |
| 86 | 3.00 - 6.00m |
| 87 | 6.00 - 9.00m |
| 88 | 9.00 - 12.00m |
| 89 | SCHEDULE (G-5) |
| 90 | Rising Main |
| 91 | Excavatrion in foundation in ordinary soil (loam, clay & sand) including lift upto 1.5m and lead upto 50m watering & rammin of excavated earth into the tranches or into the space between the building and the sidesw of the foundatio or into the plinth and disposal of surplus earth upto a distance of 50m from centre of trenches. |
| 92 | Supply of DI Pipes, class K-9 with rubber gasket, conforming to IS:8329, FOR destination (store at Loni) including all taxes and insurance etc. complete. |
| 93 | 500 mm dia pipe MPS to STP |
| 94 | Supply of specials such as duck foot bends tail pieces, bends etc. @10% of item no. 2 |
| 95 | Carting laying jointing and fill testing from store (upto 8km) the following sizes of D.I. Pipes (Class K-9) and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient including testing of pipeline (but excluding cost of trenching and cuting of pipes etc. for making of lengths but including making joint. |
| 96 | 500mm dia |
| 97 | RCC work with cement, coarse sand and graded stone aggregate 20mm nominal size in proportion of 1:1.5:3 excluding supply of the reinforcement and its bending but including its fixing and binding with 0.5mm thick binding wire (to be supplied by the contractor) & including necessary centering and shuttering, supply of all materials labour, T&P etc. required for proper completion of work. |
| 98 | Thrust Block |
| 99 | Mild steel or iron work in R.C.C. work wrought to required shape as necessaty including bending for proper completion of work including supply of steel & wastage etc. |
| 100 | Air / Vacuum relies valves specially for sewerage services and size as per OEM. Manually controlled isolation valve for rising main. |
| 101 | 20mm dia |
| 102 | Providing & construction of Air Valve Chamber as per unit estimate.size 1.25x1.25 x 1.25m |
| 103 | Providing & construction of Flow Meter Chamber as per detailed estimate.size 1.50 x 1.00 x 2.00m |
| 104 | Providing & construction of Combined Chamber for Sluice Valve, NRV & Air Valve size 2.50 x 1.50 x 2.00m as per detailed estimate. |
| 105 | Provision for laying of sewer by trenchlesstechnology |
| 106 | Supply of MS pipe (As per IS:3589 made from steel confirming to IS:2062), with anti corrosive treatement with P.U coating1000 mm dia pipe 12 mm Pipe Wall Thickness |
| 107 | IInstallation 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 upto 6m. (IndSTT SOR: 2023) |
| 108 | 1000 mm dia pipe 12 mm Pipe Wall Thickness |
| 109 | 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 |
| 110 | SCHEDULE (G-6) |
| 111 | STP CAPACITY 10 MLD CUM Co-Treatment (12.5 KLD) |
| 112 | Design, Construction, testing and commissioning of 10 mld STP cum 12.50 KLD FSTP capacity Sewage Treatment Plant based on Sequential Batch Reactor (SBR) treatment process with all necessary units,including online continuous effluent monitoring system (OCEMS) at outlet of the STP, including water supply arrangement at STP site, Co-Treatment for civil work at STP Site, HT-LT Panel Room, Meter Room, DG & Transformer Platform, Site Development, Storm Water drain, internal & external electrification, treated effluent pumping plant, piping, etc. complete including E & M works as per approved design and technical specifications. Including trial run of the plant for 6 months all complete after the testing and commissioning period with Civil and E & M Works on trunkey baisis. As per relevent IS specification & CPHEEO guidelines. (For Civil Works Only) |
| 113 | SCHEDULE (G-7) |
| 114 | TREATED EFFLUENT DISPOSAL PIPE |
| 115 | Excavatrion in foundation in ordinary soil (loam, clay & sand) including lift upto 1.5m and lead upto 50m watering & rammin of excavated earth into the tranches or into the space between the building and the sidesw of the foundatio or into the plinth and disposal of surplus earth upto a distance of 50m from centre of trenches. |
| 116 | 0.00 TO 1.50 M |
| 117 | 1.50 TO 3.00 M |
| 118 | Providing and laying 1:4:8 (1 Cement : 2 Coarse Sand : 8 Stone aggregate 40mm nominal size) including watering, ramming consolidating and dressing complete- All work up to plinth level : In Bedding |
| 119 | Disposal of surplus earth with municipal limits upto a distance of 2 km as per direction of E/I. |
| 120 | Providing non-pressure R.C.C NP-3 pipes with Socket spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete700 mm dia |
| 121 | Carting, Laying, Jointing, field testing, sand filling including sand bedding (excluding supply of local sand etc) the following sizes of Double Wall Corrugated Pipes (DWC) pipes and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient including testing of pipeline. 700 mm dia |
| 122 | SCHEDULE (G-8) |
| 123 | MPS Site Development, Buildings & Other Allied Works |
| 124 | Construction of Staff Quarter as per detailed estimate. |
| 125 | Construction of Meter Room Size (3.0mx 3.0m x 4.50m) as per detailed estimate. |
| 126 | Construction of L.T. Panel Room Size (12.0mx 9.0m x 4.50m) as per detailed estimate. |
| 127 | Construction of H.T. Panel Room Size (5.0mx 4.0m x 4.50m) as per detailed estimate. |
| 128 | Construction of D.G. Platform Size-8.00mx2.50m, 2Nos. |
| 129 | Construction of Transformer Platform Size-1.52mx1.52m, for MPS |
| 130 | Providing & Construction of Boundary Wall as per unit estimate for STP & MPS Site. |
| 131 | Fixing 3.6m wide iron gate and with pillars. As per Unit Estimate for STP & MPS Site. |
| 132 | Providing & Construction of 3.0m wide CC Road at STP Site. Internal road |
| 133 | E&M Works |
| 134 | STP ( 10 MLD ) And Co Treat ment Plant ( 12.5 KLD ) |
| 135 | Design, Supply of all Materials, Erection, Testing,Commissioning and 3 month trial run Of Electrical, Mechanical & Instrumentation Equipments at STP (10 MLD ) with all required electrical & mechanical works, PLC/SCADA work, electrification & street lighting work and Online Continuous Effluent Monitoring System (OCEMS) etc. all complete as per tender document for STP.The effluent quality for agricultural uses ( PH-6.5 TO 8.3, TSS<20 mg/l, Oil & Greases -10mg/l, BOD- 10mg/l,COD-30 mg/l,Residual Chlorine-nil, TKN-10mg/l, Nitrate-10mg/l, FC-230MPN/100ml Dissolved P-5mg/l (preferable 2mg/l).) shall be maintained as per CPHEEO mannuals Latest NGT norms for effluent discharge shall be adhered. The rate is Considered for SBR Technology. The STP shall be capable to treat the raw sewage having minimum concentration mentiond in CPHEEO mannual. Firm has to complete Design, Supply, Erection, Testing,Commissioning and 3 month trial run of Substation Work like HT Panel, Transformer & its associated equipments and DG Set Work with AMF Panel with considering load of STP & Co- Treatment Plant. |
| 136 | Design, Supply of all Materials, Erection and Commissioning and 3 month Trial Run of Co-Treatment Plant ( 12.5 KLD ) having manual screen with-SS 304 with bar size (50 mm x 10mm) and gaping 20 mm, Screw Pumps (2 Kl/h 1W+1S), Screw Press Machine (4 KL/H) with double cylinder having VFD for its operation , 1000 Lit. PVC tank for washing screw press machine. all type pipe and fittings, LT panel and cabling material,Dewatering Pumps (1W+ 1S), 2HP Blower with 6 Nos Diffusers etc complete.) |
| 137 | E./M. Works at MPS Khatauli |
| 138 | Electrical Works |
| 139 | H.T.Panel( Comprising with 1 -I/C and 2 -O/G. |
| 140 | SITC of Indoor Type Floor mounted HT Panel with 11 KV, 630 Amps 3 phase, 50 Hz Vacuum Circuit Breaker (VCB) Panel Fabricated by System Integrator of VCB Manufacturer as per IEC 62271-1,100,200 Standard made from Powder painted pre-fabricated, CRCA sheet steel /High quality Aluminium-Zinc (Aluzinc) coated sheet steel. Fabrication shall be done through CNC turret press and CNC bending machine having a rupturing capacity of 500 MVA, 26.3 KA breaking capacity for 3 sec, Internal arc type tested for 26.3KA for 1 sec with AFLR clasification with suitable capacity of bus bar connected with the incoming and outgoing panels as per given details- |
| 141 | Supply installation testing and commissioning of Incoming Panel comprising of following: - VCB 630 Amps . VI of VCB should be sealed for 30000 operation. VCBoperationg mechanism should be of M2 duty for minimum 10000 mechanicaloperation. - Closing & tripping coil of VCB should be of continious rating to achive minimal failure. - Resin Cast type CT having Ratio : 400-200A/ 1-1 A, Core1: 5P20, 5 VA; Core 2: 0.5, 5 VA (How ever CT Ratio shall be decided as per load requirement)- VT Ratio: 11KV/1.732/110V/1.732/110V/1.732, -Core 1: 0.5, 20VA should be floor mounted and to be connected from the back side of the panel.- Numerical relay (should be VCB manufacturer's own make) having protections of 50,51, 50N,51N,TCS. The relay shall have programable 4 digital Input , programable 6 Digital Output and programable 4 nos. LED at HMI.- Ammeter with Selectorswitch and Volt meter with Selector switch- Multifunction Meter of Acc Class 0.5, having facility to monitor KW, KVA,KVAR, PF, KWH, KVARH, KVAH, A,V etc.- Trip circuit supervision relay (feature of numerical relay)- LR, TNC switch, indication lamp - CB ON/OFF, spring charge, Auto trip, TCS healthy etc., Space heaters - Power Pack (230V AC- 110V DC) and 8/12 window Annunciator. (Rate as per rajasthan pwd electric BSR-2022 SOR7, item no 23.7.2) |
| 142 | Supply Installation Testing and Commissioning Outgoing Panel comprising of following: - VCB 630 Amps . VI of VCB should be sealed for 30000 operation. VCBoperationg mechanism should be of M2 duty for minimum 10000 mechanicaloperation. - Closing & tripping coil of VCB should be of continious rating to achive minimalfailure. - Resin Cast type CT having Ratio : 400-200A/ 1-1 A, Core1: 5P20, 5 VA; Core 2: 0.5, 5 VA (How ever CT Ratio shall be decided as per load requirement)- Numerical relay (should be VCB manufacturer's own make) having protectionsof 50,51, 50N,51N,TCS. The relay shall have programable 4 digital Input ,programable 6 Digital Output and programable 4 nos. LED at HMI.- Ammeter with Selectorswitch and Volt meter with Selector switch- Multifunction Meter of Acc Class 0.5, having facility to monitor KW, KVA,KVAR, PF, KWH, KVARH, KVAH, A,V etc.- Trip circuit supervision relay (feature of numerical relay)- LR, TNC switch, indication lamp - CB ON/OFF, spring charge, Auto trip, TCS healthy etc., Space heaters - Power Pack (230V AC- 110V DC) (Rate as per rajasthan pwd electric BSR-2022 SOR7, item no 23.7.3) |
| 143 | Providing & Laying XLPE insulated as per IS:7098/II/85 H.T.cable as per PWD specification for electrical Works for working voltage 11 K.V.(E) in existing RCC / Hume /Stoneware / PVC pipe/ open duct/cable trench, on existing cable trays or on surface etc. including making necessary connection, testing etc. |
| 144 | 3 core X 120sq.mm. armored HT Cable (From HT Panel to Transformers) Ref.13.1.2 (PRE BSR 2022) |
| 145 | SITC of 11 KV End Termination Kit Indoor type (3 core, 120sq.mm) Ref.13.12.2.3 (PRE BSR 2022) |
| 146 | 11 KV, 2.5 mm thick with proof voltage 22 KV / 3 min. and Break DownVoltage 45 KV Ref.8.10.2 (PRE BSR 2022) |
| 147 | Transformer: 500 KVA with Off -LTC (+5% to - 10% @ 2.5%) : Supply of star rated Copper wound distribution Transformer of 400 KVA rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & losses as defined as per IS 1180 part I 2014. including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C , ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect. |
| 148 | Installation testing and commissioning of transformers |
| 149 | L.T. Panel SITC of 0.415 kV L.T. control panel for pumping plant-L.T. control panel suitable to operated on 415 ± 6 % volt , 3 Phase , 50 Hz, AC supply as per details given below-(A) 2 Nos incoming ACB panels and 1 No outgoing ACB panel, each consisting of following items -(i) 4 pole Microprocessor based release Draw out type ACB (Manual Spring charging type) ,800 A Rating ,50 kA- 1 No.(ii) C.Ts of suitable ratio- 1 No.(iii) Ammeter with selector switch - 1 No.(iv) Voltmeter with selector switch- 1 No. (v) Power factor meter(0.5 Lag&0.5Lead) - 1 No.(vi) Frequency meter-1 No.(vii) KWH meter - 1 No. (viii) 2 Pole over current relay & one pole earth fault relay - 1 No.(B)Bus bar chamber having 3 Nos. bus bars for phase and 1 No. bus bar for neutral of suitable size – 1 No. (C) 3 Nos. composite panels for pumping plants, each consisting of following items –(i) 4 pole MCCB 630 A current rating, 50 KA short circuit breaking capacity With Microprocessor based release with adjustable adjustable O/L & S/C setting with Inbuilt Instantaneous and Ground fault Protection -1 No.(ii)C.Ts. of suitable ratio- 1 No.(iii)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 rotation) - 1 Set (D) 2 Nos. composite panels for pumping plants, each consisting of following items –(i) 4 pole MCCB 160 A current rating, 50 KA short circuit breaking capacity With Microprocessor based release with adjustable adjustable O/L & S/C setting with Inbuilt Instantaneous and Ground fault Protection -1 No.(ii)C.Ts. of suitable ratio- 1 No.(iii)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 rotation) - 1 Set (E) 3 Nos. outgoing panels for miscellaneous works, each consisting of following items – (i) MCB of 40 A capacity- 1 No.(ii) C.Ts. of suitable ratio- 1 No. (iii) Ammeter with selector switch - 1 No.(iv) Indicating lamps- 1 Set (F)APFC Panel for total load.(G) 4 pole Microprocessor based release Draw out type (Manually Spring charging type) ,800 A Rating ,50 kA Panel for DG sets incoming - 1 NO (G) Bus coupler arrangement in panels (H) Feeder Arrangements and push button in panels for Valve Actuators etc complete in all respect |
| 150 | LT Cable laying and jointing |
| 151 | Power and control cable-Supply of 300 sq. mm 3.5 core cable - 2 Run required for power from each Transformer to each L.T. panel , 300 sq. mm X3 core-1 run cable for power from starters to 100 KW Motors & 16 sq. mm X3 core-1 run cable for power from starters to 22.5 KW Motors including lugging and jointing, laying, trench excavation and compaction as well as complete cabling of automation system etc. complete in all respect. |
| 152 | Earthing |
| 153 | Plate Earthing as per IS:3043 with copper Earth plate of purity >95% ofsize 600mm x 600mm x 3.0mm by embodying 3 mtr. below the groundlevel with 20 mm dia. G.I. 'B' class watering Pipe ,including all accessorieslike nut, bolts, reducer, nipple, wire meshed funnel, and Heavy dutyweather proof poly-propylene earth pit chamber with lockable Jam freelid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. andembodying the pipe complete with alternate layers salt and coke/charcoal, testing of earth resistance for value of 5 ohms or less asrequired & must record by engineer in charge during site visit and ensureto enter in measurment book. All as per pre approved by Engineer incharge. Ref.14.3 (PRE BSR 2022) |
| 154 | Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. ' B 'class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 withperforated holes of 12 mm dia ,including all accessories like nut, bolts,reducer, nipple, wire meshed funnel, and Heavy duty weather proof polypropylene 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, BottomDia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipecomplete with alternate layers salt and coke/ charcoal, testing of earthresistance for value of 5 ohms or less as required & must record byengineer in charge during site visit and ensure to enter in measurmentbook.All as per pre approved by Engineer in charge. Ref.14.1 (PRE BSR 2022) |
| 155 | Supply & Laying of 50mmX6mm size GI 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 GI nut bolt & spring washer spaced at 50cm making connection etc.(20meter for each earthing) Ref.E140611 (PRE BSR 2021) |
| 156 | Charges of Electrical safety Clearance |
| 157 | Expenditure on B&L Form, Challan etc. |
| 158 | Proper fencing of substation portion as per I.E. rules. (Ref. Ongoing AMRUT Work Aligarh Sewarage) |
| 159 | STARTER PANEL |
| 160 | SITC of VFD, suitable to meet the basic requirement of motor protections and suitable to run 100 KW motor (To be fixed in composite panel of LT Panel)- Ref. UP Jal Nigam E&M SOR, 2020 |
| 161 | SITC of Compraising of VFD, suitable to meet the basic requirement of motor protections and suitable to run 22.5 KW motor (To be fixed in composite panel of LT Panel)- Ref. UP Jal Nigam E&M SOR, 2020 |
| 162 | Mechanical Works |
| 163 | Large Pumps |
| 164 | The submersible non clog pumpset should be single stage having two vanes enclosed impeller coupled with submersible motor of 100 KW Rating 400 Volt ±10%,3 phase 50 Hz, solid handling capacity 115 mm, suitable to pump raw sewage with an specific gravity 1.03 having following construction of material with 20 Met. cable as offered. (2W+1S)Casing-2.5% Ni Cl. IS.210 grade F.G.220 with hardness 275 BHN, Impeller-Stainless steel CF-8M,shaft-stainless steel AISI-410,Discharge of pump= 11980 lpm,Total Head= 30 M,Speed=980, |
| 165 | Freight Charges Guid Rail SystemGuide rail system (Automatic coupling system) for 100 KW submersible pump sets complete for above pump set.MOC-SS-304Lifting Chain , MOC- SS-304, lifting chain with oval ring @ 1m & with D/Bow shackle |
| 166 | Small Pumps |
| 167 | The submersible non clog pumpset should be single stage having two vanes enclosed impeller coupled with submersible motor of 22.5 KW Rating 400 Volt ±10%,3 phase 50 Hz, solid handling capacity 105 mm, suitable to pump raw sewage with an specific gravity 1.03 having following construction of material with 20 Met. cable as offered. (1W+1S) Casing-2.5 % Ni Cl. IS.210 grade F.G.220 with hardness 275 BHN,Impeller-Stainless steel CF-8M,shaft-stainless steel AISI-410,Discharge of pump=5200 lpm,Total Head= 14 M,Speed=980Guid Rail SystemGuide rail system (Automatic coupling system) for 22.5 KW submersible pump sets complete for above pump set.(MOC-SS 304)Lifting Chain , MOC- SS-304, lifting chain with oval ring @ 1m & with D/Bow shackle |
| 168 | Main piping and Valves. |
| 169 | 250 mm dia delivery for small pumps and 350 mm dia delivery for large pumps, 500 mm dia common header line.Valves.Confirming to IS 780/2906 or as applicable,PN rating- 1.0,Type of liquid to be handled-potable water,Material of construction,Body-CI,IS-210 grade FG 200,Wedge-CI IS210 Grade FG200,Spindle-Stainless steel AISI304,S,heet and face Ring-SS ASTMA 743 Grade C.F.8 M,Channel& Shoe-S.S.AISI,.304,Drain& Air plug-S.S.AISI.304,Bushing arrangement-Halprene on bronze,Rivets-AISI:304,Fasteners-SS |
| 170 | Motor Operated Sluice Valves |
| 171 | Motor Operated Sluice Valve 250 mm dia |
| 172 | Motor Operated Sluice Valve 350 mm dia |
| 173 | Motor Operated Sluice Valve 500 mm dia |
| 174 | Reflux Valve |
| 175 | Reflux valve 250 mm dia N.B. |
| 176 | Reflux valve 350 mm dia N.B. |
| 177 | Pipings |
| 178 | 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. |
| 179 | 250 mm, K9 delivery pipes for small pumping plants |
| 180 | 350 mm, K9 delivery pipes for large pumping plants |
| 181 | 500 mm, K9 common header pipes |
| 182 | Specials like bend, tee, D Joint etc. |
| 183 | Nut Bolt, Washer Rubber packing etc |
| 184 | INSTALLATION, TESTING & COMMISSIONING |
| 185 | Installation & Commissioning of all Pump set,Piping & Valves as mentioned in above |
| 186 | Level Transmitter (For Hi-Lo cut-off & alarms) |
| 187 | SITC of Radar type level transmitter shall be provided in the pump house for measuring the sewage level in wet sump. The indicator shall be digital type showing depth in meters and shall be capable for input to PLC or HMI touch sceen for display. |
| 188 | Electro magnetic flow meter |
| 189 | SITC of CE/UL certified Electro magnetic flow meter suitable to measure 0 to 30 MLD flow to be fitted in 500 mm dia main header line. |
| 190 | H.O.T. chain pully block and travelling trolly |
| 191 | Providing, erecting triple spur gear type ChainPulley Block with travelling trolly on existing girder suitable for 3 Tonn capacity with 12 m lift complete with load chain and hand chain suitable for above lift, tested to50%over load as per IS3832 carrying ISI mark. . (Ref. MJP SOR, 2022) |
| 192 | Chequerred plate and guards |
| 193 | SITC of 3mm thick M.S chequerred plate over all the run of cables trenches to cover properly and M.S. grill and M.S. guard over all pipes ducts and other point where required as per site condition. |
| 194 | PAINTING |
| 195 | Painting of all pumps piping and valves with two coat enamel paint. |
| 196 | LIGHT WIRING & Electrification |
| 197 | Complete Internal Electrification of LT Panel room with 2 Nos. Exhaust Fan |
| 198 | Complete Internal Electrification of HT Panel room with 2 Nos. Exhaust Fan |
| 199 | MPS Campus with Solar Panel and LED Light of 3 sets. |
| 200 | D.G. SET AND ACCESSORIES |
| 201 | SITC of Radiator Cooled and Turbo charged Silent type DG set , engine ,alternator capable of developing 400 kVA at 415+6%, 50 Hz AC at 0.85 P.F. lagging and self exciting coupled with suitable BHP diesel engine through flexible coupling and mounted on common base plate complete with fuel tank inside the acousting system and inbuilt control panel, Governor, Manual & electric Start , Batteries with battry charger, Engine instruments panel,AVM pads, All controls for operationof DG set are from outside the enclosure with DG control panel having Microprocessor based Genset monitoring like Running Hour, RPM, Low Lube Oil tripping & control system, Ammeter, Voltmeter, PF meter, frequency meter, KWH meter,digital fuel display meter, Ind.lamps etc. mounted inside enclosure , visible and accessiblefrom outside. T , exhaust pipe as per IV th Emmission Standard of CPCB, D.G. set shall be mounted under open sky resting on the foundation as per design. DG Set and its installation should be followed by IV emmission of CPCB. |
| 202 | Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. ' B ' class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 withperforated holes of 12 mm dia ,including all accessories like nut, bolts,reducer, nipple, wire meshed funnel, and Heavy duty weather proof polypropylene 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, BottomDia 300 to 350 mm. 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. |
| 203 | Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm 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, 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 earth resistance for value of 5 ohms or less as required. |
| 204 | Supply & Laying 50 mm X 6mm size GI earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required. |
| 205 | Providing and Laying cable for DG Set to Panel 300 sq mm X 3.5 core x 2 run( armored aluminium ). |
| 206 | Supplying and making one end termination with heavy duty brass compression gland (as per IS 12943- 1990) SIBG type, heavy duty aluminium lugs (as per IS 8309 - 1993 & IS 8337-1976 ) duly crimped with crimping tool, PVC tape as per PWD specification for electrical Works etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade for 3.5 core X 300 sq mm. |
| 207 | SCREENS AND GATES: |
| 208 | Rising type thimble mounted CI Sluice Gates of reputed make at IPS |
| 209 | Stainless steel Mechanical Screen having bar size 50mmx10mm with (20 mm gaping) at peak load of full discharge |
| 210 | Stainless steel Manual Bar Screen having bar size 50mmx10mm with (20 mm gaping) at peak load of full discharge |
| 211 | Packing and Frieght |
| 212 | Installation, Testing and Commissioning |
| 213 | AUTOMATION OF MPS |
| 214 | 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 each ZPS/OHT 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. |
| 215 | GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification. |
| 216 | CE/UL certified intellignet Smart Energy Meter |
| 217 | Auto phase reversal unit with inbuilt time delay & enclosure (confirm to IEC-60947-1 & IEC-60947-b-1) |
| 218 | 400 AMP rating |
| 219 | Electronic sensor type pressure measuring device suitable for pressure measurements of sewage flow in delivery and common header line. The material 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. |
| 220 | CE/UL Certified Surge protector for control panel. |
| 221 | CE/UL Certified 7\\" HMI touch screen suitable to communication with PLC/RTU for local display & control ofp rocess parameters. |
| 222 | Security Survillance IP Camera with recorder |
| 223 | Installation, commissiong & testing of above automation work |
| 224 | Trial run of automation work for 3 month period for MPS |
| 225 | Three month Expenditure on Operator (MPS) in 3 Shift |
| 226 | Diesel Consumption During Trial and Run Period (MPS) |
| 227 | Supply and 3 month trial run of 1 No. 1500 Lit. Cesspool Vehicle having suitable capacity truck (with Registration Certificate and insurance papers) Please Enable Macros to View BoQ information |
