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| 1 | Providing, Supplying, erection, testing and commissioning of NON CLOG SUBMERSIBLESEWAGE PUMPSET(Power Driven Submersible pumps primarily designed for handling waste water with End Suction Enclosed Impeller and Volute Casing) sets fitted with effective motor, mechanical seal, thermal and moisture sensor, suspension device, anti couplingbracket, 10 m guide pipe and Cable From Sump Well to pump Chamber including LT PMU autocoupling with integral bend (with autocoupling Pin SS Foundation Bolt Complete with base frame and RCC Foundation) complete in all respects as per scope of work and specification of Non Clog submersible pumpset of discharge 453 cum/hr, and 45 m head (150HP). |
| 2 | Providing, supplying, erecting, installing, testing, and commissioning of a multi-compartment LT Indoor panel with A/M change over switch for DG and EB power source, independent feeders for pumps, PLC Control panel , field instruments, Including Pump Monitoring Unit (PMU), UPS, for Pump operation VFD panel with a bypass switch and emergency Star/Delta starter, A/M switch for Auto control from PLC, Push buttons for manual operation, status indicating lamps, with reputed make contactors, Volt and Amp meters, cables, MCBs etc. Motor control Panel - having required front surface area, fabricated in fully artmentalized design from CRCA sheet steel of 2mm thick for frame work and covers, 3mm thick for gland plates i/c aning and finishing complete with 10 tank spray based tricationic phosphating treatment process for powder coating in approved shade, PU Foam Gasket without manual pasting, joint less (temperature withstand capacity -40degC to plus 120degC) for maintaining IP protection,power capacitors etc., integrated and synchronized withSCADA master control system of 12.50MLD STP inKHERI MARKANDA ensuring the panel complete inall respects to the satisfaction of the Engineer-in-Charge. (designed for a 150 HP non-clog submersiblesewage pump set with an additional 15% loading marginfor safety) |
| 3 | Providing, supplying, erecting, and fixing of (2Nos)Mechanical Coarse Bar Screen: Channel width:1000mm, Channel depth:7000mm (Minimum), Waterdepth: 600mm, Bar spacing: 20mm, Bar profile:10mmx50mm, MOC: SS304, Design flow: 9.00MLDAvg. Flow (Minimum) with peak factor 2.5, includingUltrasonic type differential level sensor for automaticoperation, Belt Conveyor 600mmX2000mm forscreening removal, Control panel PLC and SCADAbased, integrated and synchronized with SCADAsystem of main 12.50MLD STP in Kheri Markandacomplete in all respect to the satisfaction of TheEngineer-In-Charge. |
| 4 | Providing, supplying, erection, testing and commissioning Supply and installation of cast ironmanually operated sluice gates of size 900 mm (W) ×900 mm (D) to be provided at the receiving chamber, complete in all respects as per IS 13349:1992. The sluice gate shall be suitable for open channel installation, including all necessary components such as frame, gate leaf, spindle, operating mechanism, and anchor bolts. The gate shall be pressure-tight and suitable for sewage application, coated with anticorrosive epoxy paint. |
| 5 | Providing and laying Double Flanged (Screwed/Welded) centrifugally (Spun) Ductile Iron Pipes ofClass K-9 conforming to IS : 8329 (450mm Dia) |
| 6 | Providing and laying Double Flanged (Screwed/ Welded) centrifugally (Spun) Ductile Iron Pipes ofClass K-9 conforming to IS : 8329 (500mm Dia) |
| 7 | Providing and laying Double Flanged (Screwed/Welded) centrifugally (Spun) Ductile Iron Pipes ofClass K-9 conforming to IS : 8329 (600mm Dia) |
| 8 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : (450mm) |
| 9 | 2.1.2 Sewer Line Installation and Pressure Plea Installation Installation of HDPE product pipe by HDD method for on grade gravity sewer including preparing and setting up the plant and equipment, preparing new pipe-work material, making of entry and exit pits upto 5meter depth, installing new pipe-work and commissioning system or making the system ready forcommissioning by HOD operating including, all related civil and mechanical works like excavation, shoring/ strutting, etc. drilling, stringing, reaming, and pulling back the new pipe-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- 2022: Code of Practice for Horizontal DirectionalDrilling Technique Suiting Indian Conditions.Note:-Sewer Line Installation requires strict maintenance of grade and alignment of constructed pipeline. Such critical grade and alignment maintenance is possible only through the use of capable tracking and drilling setup. Engineer-in-Charge, prior to permitting use of HDD for sewer line installation, must ensure adequacy of the deployed equipment set. 1. For Entry/ Exit Pits beyond 5.0m depth the payment would be made extra as per item.2. Nominal Bore (NB) in case of HDPE pipes shall be the outer diameter of pipes. (For HDPE Pipes between 355 mm and 450 mm dia OD) |
| 10 | 2.1.2 Sewer Line Installation and Pressure Plea Installation Installation of HDPE product pipe by HDD method for on grade gravity sewer including preparing and setting up the plant and equipment, preparing new pipe-work material, making of entry and exit pits upto 5 meter depth, installing new pipe-work and commissioning system or making the system ready for ommissioning by HOD operating including, all related civil and mechanical works like excavation, shoring/strutting, etc. drilling, stringing, reaming, and pulling back the new pipe-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- 2022: Code of Practice for Horizontal Directional Drilling Technique Suiting Indian Conditions.Note:- Sewer Line Installation requires strict maintenance of grade and alignment of constructed pipeline. Such critical grade and alignment maintenance is possible only through the use of capable tracking and drilling setup. Engineer-in-Charge, prior to permitting use of HDD for sewer line installation, must ensure adequacy of the deployed equipment set.1. For Entry/ Exit Pits beyond 5.0m depth the payment would be made extra as per item. 2. Nominal Bore (NB) in case of HDPE pipes shall be the outer diameter of pipes.(For HDPE Pipes between 500 mm and upto 630 mm dia OD) |
| 11 | Excavation of non-structural pits for pipe jacking/ramming purpose in soil inclusive of allshuttering, strutting and shoring and maintaining the shaft during construction operation and back filling the same after the completion of work. As per Item 1.3.1.1.1 of SOR of IndSTT.Beyond 5m depth and upto 7.5mtr |
| 12 | Providing lowering cutting jointing and testing, Vibrated cast RCC pipe class NP3 having inside HDPE lining as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, ifrequired jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: (400mm i/d with inside HDPE lining) |
| 13 | Providing lowering cutting jointing and testing, Vibrated cast RCC pipe class NP3 having inside HDPE lining as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, ifrequired jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: (500mm i/d with inside HDPE lining) |
| 14 | Providing lowering cutting jointing and testing, Vibrated cast RCC pipe class NP3 having inside HDPE lining as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, ifrequired jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: (600mm i/d with inside HDPE lining) |
| 15 | Providing lowering cutting jointing and testing, Vibrated cast RCC pipe class NP3 having inside HDPE lining as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, ifrequired jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: (700mm i/d with inside HDPE lining) Welded) centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329 (500mm Dia) |
| 16 | HSR ITEM |
| 17 | HSR ITEMS Please Enable Macros to View BoQ information |
