Pumps Tenders

Details: Tender for Installation of Tubewell at Water Supply Scheme Kabul Shah Hithar Block & Distt. Fazilka (Under PIDB/4215) Boring and Installing 150 mm dia PVC straight Tubewell 150 mtr. depth, Providing, Laying, Cutting, Jointing & Testing of PVC pipe 10 kg/Cm2 for rising main, Pumping Machinery and all other works contingent thereto. Name of Scheme Installation of Tubewell at Water Supply Scheme Kabul Shah Hithar Block & Distt. Fazilka (Under PIDB/4215)

Details: Design And Build Sewage Treatment Plant Of installed Capacity 4.0 Mld And All Appurtenant structures And Allied Works: survey. Review The Designs, Redesign Where necessary, And Diversion Works Of Nallahs With interception Sewer Of About 2.80 Km Length, laying Of 62m Length 300mm Dia Np-3 Rcc Pipe & 80m Length 250mm Dia Di K7 Pipe Including survey, Design, Construction Of Pumping Stations and All Appurtenant Structures And Allied Works;

Details: Cleaning of muck and deposited solid sludge including removal by mechanical means from the existing storm water mains (NP3 pipe) & manholes including cleaning of debris from Electrically operated screen from the B.S.F. residential complex to the junction of Street No 09 & Salt lake Bye-pass, WIPRO to 3 no. Pumping Station under the via duct and in front of the Bihar Warrior in regular basis for one year and may be renewed for total period of 5 years on satisfactory performances at Sector -V under NDITA.

Details: Tender for Installation of Tubewell at Water Supply Scheme Ram Nagar Jatt wali Block & Distt. Fazilka (Under PIDB/4215) Boring and Installing 200 mm dia PVC straight Tubewell 100 mtr. depth, Providing, Laying, Cutting, Jointing & Testing of PVC pipe 10 kg/Cm2 for rising main, Pumping Machinery and all other works contingent thereto. Name of Scheme Installation of Tubewell at Water Supply Scheme Ram Nagar Jatt wali Block & Distt. Fazilka (Under PIDB/4215)

Details: Description Item No, Description Qty Unit 1 16 Mm Drip Tape Barb Tee Joint 100 Cp 2 16 Mm Drip Tape Elbow 100 Pc 3 16 Mm End Cap 200 Pc 4 16 Mm Union Coupling 100 Pc 5 Drill Bit 10 Mm 6 Pc 6 Drill Bit 8 Mm 6 Pc 7 Drill Bit 9 Mm 6 Pc 8 Drip Off Take Valve For 16mm Drip Hose Tape 300 Pc 9 Drip Rubber Ring/gasket 16 Mm 200 Pc 10 Drip Tape (1000 M Per Roll) 4 Roll 11 Dripper (500 Pcs Per Pack) 4 Pack 12 Filter 1in 4 Pc 13 Pe Coupling 1in 40 Pc 14 Pe End Cap 1 In 20 Pc 15 Pe Water Hose 1in 20 Roll 16 Teflon Tape 40 Pc 17 Water Pump Set (water Pump,inlet Hose, And Outlet Hose) 2 Set 18 Water Tank 2000 L (with 1 In Adapter) 4 Pc

Details: Description 1 Labor Services: F4e504 1 Unit Engine Tune Up Complete And Troubleshoot Low Power Cleaning Aegr And Turbo Fix And Repair Medicine Board Panel And Siding Panel Barrel Bolt 2 Nsf1142f Fuel Filter Primary 1 Pc 3 Npf11521 Fuel Filter Secondary 1 Pc 4 Air Filter Af00223 1 Pc 5 Fabricate King Pin Bolt Jbc 2 Pcs 6 Labor Services: Skt402 1 Unit Pull Down Transmission Assy - Dismantle And Assemble, Renew Worn Out Parts, Servicing And Cleaning. Machine Shop: Transmission Retainer Housing And Pinion 7 Release Bearing Hkt301-57y 1 Pc 8 Clutch Disc Seco A431157 1 Pc 9 Clutch Pressure Secop33662 1 Pc 10 Labor Services: Ydy720 1 Unit Install Tint 11 Front Left Door Glass Tempered 0351l 1 Pc 12 Labor Services: Howo 3 1 Unit Dismantle And Assemble Hydraulic Pump, Eliminate Fluid Leaking 13 Hydraulic Pump Assy Hr88795540 1 Pc

Details: Description Improvement Of Pamilihan Bayan At Barangay Maaliw, Pitogo, Quezon 1 Lot Straight Contract: Materials For Labor For Improvement Of Pamilihang Bayan Part A - General Requirements 1 A. 1 - Project Billboard/signboard 1.00 Pc 2 A. 2 - Construction Safety And Healthy (ppe, Safety Personnel & Medical Supply) 1.00 I.s 3 A. 3 - Mobilization & Demobilization 1.00 Lot Part B - Earthworks 4 103(1)b - Structure Excavation 6.56 Cu.m 5 103(3) - Foundation Fill 4.87 Cu.m Part C - Plain And Reinforced Concrete Works 6 404 - Reinforcing Steel, Grade 40 200.89 Kg 7 405 - Structural Concrete Class A 1.93 Cu.m Part D - Water Pumping System 8 1000(1)c - High Density Polyethlene Pipe (hdpe) 8 M 9 1201 - Water Pumping System 1 I.s 10 1002(2)a - Polyprophylene Random Copolymer (ppr-c) Pipe And Fitting, Pn20 56 Pc 11 903 - Formworks And Falseworks 40 Sq.m 12 1047(1) - Structural Steel A36 1110.58 Kg

Details: Tender for Providing and Installing PVC Tube well 150 mm i/d upto 120mtr. depth with Hand Boring, One No. RCC OHSR 25000 ltrs capacity with sill level not less than 15.50 mtr. and height upto FSL 17.20mtr from formation level, Pumping Machinery, Disinfection Unit electrically based and Construction of pump chamber of size 3.05 X 3.70m complete in all respects ,Solar Panel 6KW, Providing, Laying, Cutting, Jointing & Testing of PVC pipe 10 kg/Cm2 for rising main & 6Kg/Cm2 for distribution. including cost of excavation, dismantling & relaying of dry brick on edge paving, dismantling of metalled road & the restoration of the metalled road to its original condition , House Hold Water Connection & Improvement of Existing Connection, development of water works site i.e. Corner Pillars, Barbed wire Fencing, pcc fencing poles, D-Hooks, Gate Pillars, Foot Path, Sign Board, Fire Extinguisher including Carriage of Material complete in all respect . Name of Scheme AUGMENTATION OF WATER SUPPLY SCHEME VILLAGEMOHAR JAMSHER (MH-PC) BLOCK & DISTT. FAZILKA (UNDER PIDB)

Description: Preliminary information as a call for competition – general guidelines, standard regulations (services) General planning service Hoai for the expansion of the 2nd biological stage 1. Initial situation The Sindlingen sewage treatment plant has currently been expanded to include 4 aeration tanks and 3 secondary clarification tanks. Contents of the project are: planning and construction of 2 aeration tanks and 1 secondary clarification tank, as well as the integration of these tanks into the existing structure. 2. Description of the project 2.1 New aeration tank The aeration tanks are rectangular tanks with longitudinal flow. Their internal dimensions (LxWxH) are approximately 59.6x11.6x5.0m. An underground distribution channel runs along the northern front of the four existing aeration tanks. Next to a large wastewater area, a smaller channel for the return sludge is installed. A pipe branches off from each of these two channels to feed the aeration tanks. These pipes cross an open space in front of the aeration tank that is approx. 5.3 m deep and covered with grid plates. There is a manually operated slide valve, a flow meter and an electric slide valve for each pipe string. The wastewater now crosses the tanks lengthways. The air distribution line runs through 3 separately controlled areas and is led downwards in the middle of each zone. At the southern end of the tank, the wastewater falls over an overflow edge into a collecting channel. The channel directs the wastewater via a distribution structure to the secondary clarifiers. 2.2 Distribution structure The channel leads from the outlet of the aeration tanks via a coagulant addition to the distribution structure. The wastewater is then led via a siphon into a round spring pot. The source tank is divided into three equally sized drainage areas, which then lead to the respective secondary settling tanks. 2.3 New secondary settling tank The secondary settling tanks are designed as round tanks. The wastewater is led from the distribution structure into the secondary settling tanks via underground pipes. It flows into the middle of the tanks. The drainage channel is suspended on the edge of the secondary settling tanks. The clear water can flow into the drainage channel on both sides. It is fed to the further treatment steps via a collecting line. The round tanks have a bottom clearing shield and a floating sludge scraper. The settled sludge is led via the bottom clearing shield into the middle of the tank and from there via a collecting line to the screw pumping station. There it is lifted and returns to the aeration tanks by free fall. The floating sludge is led via pumps on the secondary settling tank in a separate line towards the return sludge pumping station. Two centrifugal pumps lift the floating sludge there. 2.4 Connections and integrations The required inlet and outlet channels to and from the planned basins must be provided. In particular, the distribution structure must be examined in detail to clarify whether a new construction or an extension of the existing structure is possible. The electrical components required in each case must be integrated into the existing switchgear and the control panel extended. The vertical distance between the aeration basins to be planned and the switchgear is around 90m as the crow flies. The distance between the secondary clarification basin to be planned and its switchgear is around 200m as the crow flies. Additional content is the planning and construction of a new service road around 240m long. The creation of an accompanying landscape management plan in conjunction with the Hessian compensation ordinance is also part of this project. 2.5 Tests and simulations At the start of the measure, the existing structure is to be recorded and tested. The results of this will then be incorporated into the further planning of the new structures to be built. The hydraulic cross-section must be checked and revised in accordance with the planning. The return sludge pumping station and the air supply to the aeration tanks are to be tested for their capacities in order stage 1. Various load scenarios are to be represented by a simulation. No further planning is being carried out for the return sludge pumping station and the air supply. Flow simulations are to be carried out using CFD for the existing inlet channels, including the new ones to be built, to the aeration and secondary clarifiers, in particular the distributor structure. Three load cases or operating states to be determined by the SEF are to be simulated. A preliminary test in accordance with Uvpg §5 Paragraph 1 Number 1 is required for the planned expansion of the Sindlingen wastewater treatment plant. Whether this results in the requirement for a formal EIA depends on the results of the preliminary examination. 3. Planning services according to Hoai 2021 The following service descriptions, special and additional services are to be carried out. According to Hoai §11 (1), the fees for each object are to be calculated separately. 3.1 Hoai service descriptions Landscape management accompanying plan according to §26, §31 para. 1 in conjunction with Appendix 7 Hoai object planning for civil engineering structures according to §41ff.; §44 para. 4 in conjunction with Appendix 12 Hoai object planning for traffic systems according to §45ff.; §47 para. 2 in conjunction with Appendix 13 Hoai specialist planning for structural planning according to §49ff.; §51 para. 5 in conjunction with Appendix 14 Hoai specialist planning for technical equipment according to §53ff.; §55 Paragraph 3 in conjunction with Annex 15 Hoai 3.2 Special services are commissioned across all service profiles with the following breakdown: - Commissioning level 1: approx. 20% - Commissioning level 2: approx. 50% - Commissioning level 3: approx. 85% The full range of special services is defined in the tender documents 3.3 Additional services Various additional services, such as: - BBQ acc. to DIN 1054 - On-site construction monitoring - Geotechnical investigations The full range of additional services is defined in the tender documents 4. Division of the future contract into contract stages The contract is divided into a total of three contract stages, which are called up after completion of the previous stage: 4.1 Commissioning level 1 Performance phases 1-4 4.2 Commissioning level 2 Performance phases 5-7 4.3 Commissioning level 3 Performance phase 8 General planning service Hoai For The Expansion Of The 2nd Biological Stage The Frankfurt am Main municipal drainage system intends to expand the second biological stage of the Frankfurt-Sindlingen wastewater treatment plant at Roter Weg 4 with around 470,000 inhabitants, essentially consisting of: - Two aeration tanks - A secondary clarifier - Inlet and outlet channels to the tanks - New construction or reconstruction of a distribution structure for the secondary clarifiers - Traffic systems - Accompanying landscape management plan The technical equipment and the geometry of the tanks should be designed as similarly to the existing ones as possible, although technical innovations can be incorporated. The planned units are to be connected to the power supply and the existing control room at the Ara Sindlingen in terms of electrical, measurement, control, and instrumentation.

Details: System calibration of rising main from IBS to the end point (CWRM-3) under Bankura- I, II & Barjora block water supply scheme by conducting route survey and land mark details, checking the physical status and inserting necessary modification to achieve it, with level survey and preparation of design pipe network through water GEMS software. The final report should clearly suggest the proposed location of different types of valves and appurtenances if any. The report should also clearly indicate the modification suggested on the existing pumping main line.