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Price:
Rs.2171400.00
Rs.2310000.00
Save As Rs.138600.00
(6%)
Shipping: Extra as per actual or customers's scope
Erection and Commissioning: Excluded
GST(%): 18.00
Booking Amount: Rs.640563.00
Booking condition:- The rest payment along with taxes and duties must be paid against PI during dispatch of materialComponent Name | Flow Rate | MOC | Type | Qty | Power Rating | Head/Pressure | RPM | Phase | Make | Dimension | Hold Volume | No. of chambers | Type of Valve | Qty Of Media | Type Of Media | MOC of Media | Size | Gap | AnyOther |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Chlorine Dosing System | 0-6LPH | PP/PVC | Electro- Diaphragm | 1 No | - | - | - | Edose/Minimax/Equal | - | - | - | - | - | - | - | Tank- 100Ltrs, MOC-PP/PVC/HDEP | |||
Air Grid, Piping and Diffuser | - | GI+UPVC+EPDM | - | One Lot | - | - | - | - | - | BFV + BALL VALVE | - | - | As per required. | - | |||||
Control Panel | - | MS Powder Coated | - | 1 No | - | - | - | 3 PHASE | Prefabricated | - | - | - | - | - | - | - | |||
Filter Press Feed Pump | 1m3/hr | CI | Screw Pump | 1 No | 1HP | 35-40MWC | - | 3 PHASE | Technoflow/Roto/Rotomac/Equal | - | - | - | - | - | - | - | |||
Filter Press | 1m3/hr | MS/CI | Manual | 1 No | - | - | - | SASS/Equal | 18"X18 | - | 17 | - | - | - | - | - | |||
Flow Meter | 2.5-5m3/hr | PP/PVC | Turbine | 1 No | - | - | - | Aster/Vats/Equal | - | - | - | - | - | - | - | ||||
Tube Settler | 2.5m3/hr | MSEP | Rectangular | 1 No | - | - | - | Prefabricated | 1300mmX1000mmX2000mm +Hoppe | 2.6KL | 1 | - | 1.3m3 | Tube Dec | PVC | - | - | ||
Activated Carbon Filter | 2.5m3/hr | FRP | Vertical Cylindrical | 1 No | - | - | - | Prefabricated/ Reputed | Dia-500mm X HOS 1600mm | - | 1 | Multiport Valve | - | Pebble +Gravel + Carbon | - | - | |||
Multigrade Sand Media Filter | 2.5m3/hr | FRP | Vertical Cylindrical | 1 No | - | - | - | Prefabricated/ Reputed | Dia-500mm X HOS 1600mm | - | 1 | Multiport Valve | - | Pebble +Gravel + Sand | - | - | |||
Aeration Tank | 2.5m3/hr | MSEP | Rectangular | 1 No | - | - | - | Prefabricated | 4100mmX2200mmX3000mm + 300mm(FB) | 27KL | 2 | - | - | - | - | - | |||
Air Blower with Motor | 80m3/hr | CI | Twin Lobe Root Blower | 2Nos (1W+1S) | 3HP | 0.45KG/CM2 | 1500 | 3 PHASE | Akash/AirVak/Equal | - | - | - | - | - | - | - | |||
Filter Feed Pump | 2.5m3/hr | CI | Self Priming Monoblock | 2Nos (1W+1S) | 1.5HP | 30MWC | - | 3 PHASE | KBL/Luby/Crompton/Equal | - | - | - | - | - | - | - | |||
Sludge Recycling Pump | 1.5m3/hr | CI | Self Priming Monoblock | 1 No | 0.5HP | 10MWC | - | 3 PHASE | KBL/Luby/Crompton/Equal | - | - | - | - | - | - | - | |||
Effluent Shifting Pump | 2.5m3/hr | CI | Submersible | 2Nos (1W+1S) | 0.5HP | 10MWC | - | 3 PHASE | KBL/Luby/Crompton/Equal | - | - | - | - | - | - | - | |||
Bar Screen | - | MSEP | - | 1 Nos | - | - | - | - | - | - | - | - | 300x400 (mm) | 10mm between Bars |
Description of Process: The treatment process shall comprise the following stages: Physical treatment : Coarse bar-screening Equalization tank : Flow equalization with air mixing Biological treatment : Extended Aeration Final sedimentation : Final settling tank Disinfectants : Chlorine Dosing/UV sterilizer Sludge disposal : Dewatering Process Description: The Contractor shall design the Sewage Treatment Plant to receive continuous sewage inflow within the plant room allocated on the site plan. The ease of maintenance and operation is of utmost importance in the design of Sewage Treatment Plant. Performance Criteria of the Plant: Raw sewage will be brought into the Sewage Treatment Plant. The Contractor shall receive sewage from this point to the treatment plant for treatment process. The treatment plant shall be designed to treat the following basic characteristic expected in the raw sewage. Description APT Peak hour Flow factor 2.5 Minimum Influent BOD concentration 250-350 ppm Minimum Influent chemical oxygen demand 600‐800 ppm Minimum Influent suspended solids 200-300 ppm Oil & Grease 50 ppm, The scheme will consist of Physio and Biological Process Description: The Sewage Treatment Plant is designed to receive continuous Effluent inflow within the plant room allocated on the site plan. The ease of maintenance and operation is of utmost importance in the design of Sewage Treatment Plant. The effluent is mainly collected from different sources and forward to equalization tank. The system work as continuous process. The effluent treatment plants have been designed on the basis of physio treatment and biological treatment. The treatment consists of following stage: Inlet Screen Chamber: Raw Effluent shall flow into the inlet screen chamber by gravity. Large solids particles shall be intercepted by a fine step screen. A manual screen/mechanical bar screen shall be installed. Oil & Grease Separator Chamber: Raw Effluent shall flow into oil & Grease separator after screen chamber by gravity. Where oil shall be in floated form over top layer while the Effluent shall flow through baffle valve from the bottom of chamber. In this process, utmost oil shall be removed. Equalization Tank: The equalization tank is designed to provide a minimum storage of 4-6 hours . Where the aeration is introduce through coarse bubble diffuser. Here the effluent collected & becomes equalized by aeration and proper detention time. Biological Treatment (Extended Aeration-Technology) Extended Aeration treatment system works by providing ideal conditions for aerobic bacteria and other micro-organisms; these micro-organisms then decompose the biological contaminants in the raw sewage. The treatment plant provides the proper environment, sufficient oxygen and other elements which allow the bacteria to consume the organic matter and to live and multiply within the treatment plant. In this way the aerobic bacteria and microbes decompose the sewage and waste to a stable form – odor and nuisance-free. The aeration chamber is the key part where 90% of the treatment occurs. This process operates under the following theory: Waste in domestic wastewater is generally organic (biodegradable), which means that aerobic microorganisms in the presence of oxygen can use the organic material as their food source. In nature, if the waste were discharged untreated to a stream, the bacteria in the stream would decompose the sewage and deplete dissolved oxygen levels to a point which could kill all aquatic life in the stream. Similar to nature, in an extended aeration treatment system, air (29% oxygen) is introduced by blowers and bacteria are grown to feed on incoming sewage from your business or dwelling. Bacteria in the aeration tank decompose the sewage to form a suspended sludge. The liquid in the aeration chamber, called mixed liquor, will have the consistency of a thin milkshake and a brown color similar to that of coffee with cream. However, it should be noted that the color will vary from system to system depending on the types of wastes. Air Blower These can be high speed roots blower is causes transfer of oxygen from the atmosphere into the water. In this system the air is diffused into the aeration tank through diffusers located over the full floor area of the reactor. The air is supplied through air blower. This diffusion of air also causes full mixing of the tank contents. Diffuser Performance The efficiency of oxygen transfer depends upon the type and porosity of the diffuser, the size of the bubbles produced, the depth of submergence, and other factors, such as oxygen concentration in the tank. While coarse bubble diffusion systems and aerator systems have oxygen transfer rates that are comparable, the fine bubble diffusion systems offer oxygen transfer rates which are nearly twice that of the coarse bubble and surface aerator rates. This higher efficiency is achieved at the cost of a higher initial investment. Secondary Clarifier Tank: The Effluent become in a colloidal form, where the biomass and suspended particles which is in colloidal form settled down in the form of sludge and collected hopper bottom of clarifier. The clear water flow upwards and collected into the break tank. Tertiary Treatment: The clear water pumped into the Multi Dual Media filter from break tank, where the remaining suspended particles trapped down and all organic compounds adsorbed through Activated Carbon Filter. Finally treated water is introduce with Chlorination for disinfectants and to reduce Colleen level and. Sludge Dewatering: The treated wastewater will flow from the secondary to a SST for solid-liquid separation. Excess sludge generated from SST shall be withdrawn to Sludge holding Sump. The sludge from sludge sump transferred directly through sludge pump into Filter Press/SDB. The Dried solid sludge is manually removed and liquid sludge forwarded to recycle.
DELIVERY SCHEDULE Delivery Period will start from date of receipt of Technically & Commercially clear Purchase Order Drawings will be provided for approval within a week after receipt of request from you and you will Provide drawing approval within 1 week. In case you have any comments/observations or any change required on Drawing submitted for approval, please get back to us within 7 days else we will presume that drawings are in order and shall be released for production. Any delay in approval of drawings by you beyond one week or any time taken to redo the drawings after approval until re¬-approval, the delivery will be extended accordingly. Delivery starting on Ex¬ works basis : 10-12 weeks Rs. 5000/Head/ Day (8 hours) will be charged for supervision for Erection & Commission and all accommodation (Lodging & Boarding) will be extra or in client scope Though erection and commissioning is performed by client and client request from us to be present in time commissioning. is payable. STANDARD TERMS AND CONDITIONS SPECIFICATIONS Specifications, dimensions, design, description, shades of paint etc are not binding on us in minute details and are subject to reasonable alteration / change without notice. INSPECTION If necessary, the goods will be offered for inspection at our works/our supplier’s works. The date of inspection will be intimated about one week in advance. If inspection is not carried out on the date mentioned, we shall be free to dispatch the equipment as per the terms of delivery. If payment is not made within 15 days from the date of Performa Invoice, we reserve the right to divert the ordered material. We will give fresh delivery period and new price at the time of diversion which will be binding on the purchaser and contract cannot be rendered void on this account. If the goods are not diverted, charges for storage, insurance and interest at 1% of the Invoice value each week/part thereof commencing 15 days from the date of Proforma Invoice will be charged. Warehousing charges are subject to a maximum of 5% of the Invoice value. WARRANTY The equipment supplied by us shell be warranted for 12 months from the date of installation and commissioning or 18 months from the date of supply for any manufacture defect, however defect arise due to miss handling, incorrect operation wear and tear shell be entertained with reasonable charges. The warranty of all instruments and pump and motor and other equipment except prefabricated items will be covered under actual manufacturer’s warranty conditions. HANDOVER Unless and otherwise specified in the order and accepted, handing over of the equipment and / or installation would be considered as completed and a formal completion certificate shall be issued by the purchaser / user. The equipment/system, to be supplied by us, shall be site erected and commissioned at purchaser’s site. This equipment/system shall be legally transferred to the buyer only after realization of full and final payment. MODE OF DELIVERY The goods may be dispatched in one or more lots at our option. If we are required to dispatch the goods on behalf of customer, we can arrange to do so on freight to pay basis on the understanding that no liability is attached to us. In such case, Freight charges contracted by us on behalf of the purchaser shall be final and binding on the purchaser. CANCELLATION Order received and acknowledged by us shall not be subject to cancellation, either wholly or partly for any reason whatsoever without our written consent. FORCE MAJEURE The order from the purchaser is subject to force majeure by which it means, such as war, invasion, civil disobedience, govt. orders or restrains, strike, lockout, riots, fire, epidemics, sabotages, trade embargoes, earthquakes, floods, accidents, breakdown of machines, delay or inability to obtain labour, raw material, wagons, shipping space or any other process, which is beyond our and our supplier’s control. JURISDICTION All contracts between purchaser and ourselves are deemed to have entered into in DELHI and are therefore subject to the Jurisdiction of Courts in DELHI.
Excluded
Extra as per actual or customers's scope
Battery Limit:- From Collection/Equalization Tank Up to Tertiary Treatment Interconnecting pipe lines are included Thickness of MS Plate shall be 5mm Aeration Grid shall be in GI (B Class) while submerged lines shall be UPVC All interconnecting lines shall be UPVC (40 schedule) upto 200KLD, interconnecting pipe lines shall be MSEP (B class) more than 200KLD Earthling/electrical/civil or not included in specification, shall be in client/customers scope
No Brochure Avilable
FlowRate: 0-6LPH
MOC: PP/PVC
Type: Electro- Diaphragm
Qty: 1 No
Power Rating: -
Head/Pressure: -
RPM: -
Phase:
Make: Edose/Minimax/Equal
Dimension:
Hold Volume: -
No. of chambers: -
Type of Valve: -
Qty of Media: -
Type of Media: -
MOC of Media:
Size: -
Gap: -
Any Other: Tank- 100Ltrs, MOC-PP/PVC/HDEP
FlowRate: -
MOC: GI+UPVC+EPDM
Type: -
Qty: One Lot
Power Rating: -
Head/Pressure: -
RPM: -
Phase:
Make:
Dimension:
Hold Volume: -
No. of chambers: -
Type of Valve: BFV + BALL VALVE
Qty of Media: -
Type of Media: -
MOC of Media:
Size: As per required.
Gap: -
Any Other:
FlowRate: -
MOC: MS Powder Coated
Type: -
Qty: 1 No
Power Rating: -
Head/Pressure: -
RPM: -
Phase: 3 PHASE
Make: Prefabricated
Dimension:
Hold Volume: -
No. of chambers: -
Type of Valve: -
Qty of Media: -
Type of Media: -
MOC of Media:
Size: -
Gap: -
Any Other:
FlowRate: 1m3/hr
MOC: CI
Type: Screw Pump
Qty: 1 No
Power Rating: 1HP
Head/Pressure: 35-40MWC
RPM: -
Phase: 3 PHASE
Make: Technoflow/Roto/Rotomac/Equal
Dimension:
Hold Volume: -
No. of chambers: -
Type of Valve: -
Qty of Media: -
Type of Media: -
MOC of Media:
Size: -
Gap: -
Any Other:
FlowRate: 1m3/hr
MOC: MS/CI
Type: Manual
Qty: 1 No
Power Rating: -
Head/Pressure: -
RPM: -
Phase:
Make: SASS/Equal
Dimension: 18"X18
Hold Volume: -
No. of chambers: 17
Type of Valve: -
Qty of Media: -
Type of Media: -
MOC of Media:
Size: -
Gap: -
Any Other:
FlowRate: 2.5-5m3/hr
MOC: PP/PVC
Type: Turbine
Qty: 1 No
Power Rating: -
Head/Pressure: -
RPM: -
Phase:
Make: Aster/Vats/Equal
Dimension:
Hold Volume: -
No. of chambers: -
Type of Valve: -
Qty of Media: -
Type of Media: -
MOC of Media:
Size: -
Gap: -
Any Other:
FlowRate: 2.5m3/hr
MOC: MSEP
Type: Rectangular
Qty: 1 No
Power Rating: -
Head/Pressure: -
RPM: -
Phase:
Make: Prefabricated
Dimension: 1300mmX1000mmX2000mm +Hoppe
Hold Volume: 2.6KL
No. of chambers: 1
Type of Valve: -
Qty of Media: 1.3m3
Type of Media: Tube Dec
MOC of Media: PVC
Size: -
Gap: -
Any Other:
FlowRate: 2.5m3/hr
MOC: FRP
Type: Vertical Cylindrical
Qty: 1 No
Power Rating: -
Head/Pressure: -
RPM: -
Phase:
Make: Prefabricated/ Reputed
Dimension: Dia-500mm X HOS 1600mm
Hold Volume: -
No. of chambers: 1
Type of Valve: Multiport Valve
Qty of Media: -
Type of Media: Pebble +Gravel + Carbon
MOC of Media:
Size: -
Gap: -
Any Other:
FlowRate: 2.5m3/hr
MOC: FRP
Type: Vertical Cylindrical
Qty: 1 No
Power Rating: -
Head/Pressure: -
RPM: -
Phase:
Make: Prefabricated/ Reputed
Dimension: Dia-500mm X HOS 1600mm
Hold Volume: -
No. of chambers: 1
Type of Valve: Multiport Valve
Qty of Media: -
Type of Media: Pebble +Gravel + Sand
MOC of Media:
Size: -
Gap: -
Any Other:
FlowRate: 2.5m3/hr
MOC: MSEP
Type: Rectangular
Qty: 1 No
Power Rating: -
Head/Pressure: -
RPM: -
Phase:
Make: Prefabricated
Dimension: 4100mmX2200mmX3000mm + 300mm(FB)
Hold Volume: 27KL
No. of chambers: 2
Type of Valve: -
Qty of Media: -
Type of Media: -
MOC of Media:
Size: -
Gap: -
Any Other:
FlowRate: 80m3/hr
MOC: CI
Type: Twin Lobe Root Blower
Qty: 2Nos (1W+1S)
Power Rating: 3HP
Head/Pressure: 0.45KG/CM2
RPM: 1500
Phase: 3 PHASE
Make: Akash/AirVak/Equal
Dimension:
Hold Volume: -
No. of chambers: -
Type of Valve: -
Qty of Media: -
Type of Media: -
MOC of Media:
Size: -
Gap: -
Any Other:
FlowRate: 2.5m3/hr
MOC: CI
Type: Self Priming Monoblock
Qty: 2Nos (1W+1S)
Power Rating: 1.5HP
Head/Pressure: 30MWC
RPM: -
Phase: 3 PHASE
Make: KBL/Luby/Crompton/Equal
Dimension:
Hold Volume: -
No. of chambers: -
Type of Valve: -
Qty of Media: -
Type of Media: -
MOC of Media:
Size: -
Gap: -
Any Other:
FlowRate: 1.5m3/hr
MOC: CI
Type: Self Priming Monoblock
Qty: 1 No
Power Rating: 0.5HP
Head/Pressure: 10MWC
RPM: -
Phase: 3 PHASE
Make: KBL/Luby/Crompton/Equal
Dimension:
Hold Volume: -
No. of chambers: -
Type of Valve: -
Qty of Media: -
Type of Media: -
MOC of Media:
Size: -
Gap: -
Any Other:
FlowRate: 2.5m3/hr
MOC: CI
Type: Submersible
Qty: 2Nos (1W+1S)
Power Rating: 0.5HP
Head/Pressure: 10MWC
RPM: -
Phase: 3 PHASE
Make: KBL/Luby/Crompton/Equal
Dimension:
Hold Volume: -
No. of chambers: -
Type of Valve: -
Qty of Media: -
Type of Media: -
MOC of Media:
Size: -
Gap: -
Any Other:
FlowRate: -
MOC: MSEP
Type: -
Qty: 1 Nos
Power Rating: -
Head/Pressure: -
RPM: -
Phase:
Make:
Dimension:
Hold Volume: -
No. of chambers: -
Type of Valve: -
Qty of Media: -
Type of Media: -
MOC of Media:
Size: 300x400 (mm)
Gap: 10mm between Bars
Any Other:
Description of Process: The treatment process shall comprise the following stages: Physical treatment : Coarse bar-screening Equalization tank : Flow equalization with air mixing Biological treatment : Extended Aeration Final sedimentation : Final settling tank Disinfectants : Chlorine Dosing/UV sterilizer Sludge disposal : Dewatering Process Description: The Contractor shall design the Sewage Treatment Plant to receive continuous sewage inflow within the plant room allocated on the site plan. The ease of maintenance and operation is of utmost importance in the design of Sewage Treatment Plant. Performance Criteria of the Plant: Raw sewage will be brought into the Sewage Treatment Plant. The Contractor shall receive sewage from this point to the treatment plant for treatment process. The treatment plant shall be designed to treat the following basic characteristic expected in the raw sewage. Description APT Peak hour Flow factor 2.5 Minimum Influent BOD concentration 250-350 ppm Minimum Influent chemical oxygen demand 600‐800 ppm Minimum Influent suspended solids 200-300 ppm Oil & Grease 50 ppm, The scheme will consist of Physio and Biological Process Description: The Sewage Treatment Plant is designed to receive continuous Effluent inflow within the plant room allocated on the site plan. The ease of maintenance and operation is of utmost importance in the design of Sewage Treatment Plant. The effluent is mainly collected from different sources and forward to equalization tank. The system work as continuous process. The effluent treatment plants have been designed on the basis of physio treatment and biological treatment. The treatment consists of following stage: Inlet Screen Chamber: Raw Effluent shall flow into the inlet screen chamber by gravity. Large solids particles shall be intercepted by a fine step screen. A manual screen/mechanical bar screen shall be installed. Oil & Grease Separator Chamber: Raw Effluent shall flow into oil & Grease separator after screen chamber by gravity. Where oil shall be in floated form over top layer while the Effluent shall flow through baffle valve from the bottom of chamber. In this process, utmost oil shall be removed. Equalization Tank: The equalization tank is designed to provide a minimum storage of 4-6 hours . Where the aeration is introduce through coarse bubble diffuser. Here the effluent collected & becomes equalized by aeration and proper detention time. Biological Treatment (Extended Aeration-Technology) Extended Aeration treatment system works by providing ideal conditions for aerobic bacteria and other micro-organisms; these micro-organisms then decompose the biological contaminants in the raw sewage. The treatment plant provides the proper environment, sufficient oxygen and other elements which allow the bacteria to consume the organic matter and to live and multiply within the treatment plant. In this way the aerobic bacteria and microbes decompose the sewage and waste to a stable form – odor and nuisance-free. The aeration chamber is the key part where 90% of the treatment occurs. This process operates under the following theory: Waste in domestic wastewater is generally organic (biodegradable), which means that aerobic microorganisms in the presence of oxygen can use the organic material as their food source. In nature, if the waste were discharged untreated to a stream, the bacteria in the stream would decompose the sewage and deplete dissolved oxygen levels to a point which could kill all aquatic life in the stream. Similar to nature, in an extended aeration treatment system, air (29% oxygen) is introduced by blowers and bacteria are grown to feed on incoming sewage from your business or dwelling. Bacteria in the aeration tank decompose the sewage to form a suspended sludge. The liquid in the aeration chamber, called mixed liquor, will have the consistency of a thin milkshake and a brown color similar to that of coffee with cream. However, it should be noted that the color will vary from system to system depending on the types of wastes. Air Blower These can be high speed roots blower is causes transfer of oxygen from the atmosphere into the water. In this system the air is diffused into the aeration tank through diffusers located over the full floor area of the reactor. The air is supplied through air blower. This diffusion of air also causes full mixing of the tank contents. Diffuser Performance The efficiency of oxygen transfer depends upon the type and porosity of the diffuser, the size of the bubbles produced, the depth of submergence, and other factors, such as oxygen concentration in the tank. While coarse bubble diffusion systems and aerator systems have oxygen transfer rates that are comparable, the fine bubble diffusion systems offer oxygen transfer rates which are nearly twice that of the coarse bubble and surface aerator rates. This higher efficiency is achieved at the cost of a higher initial investment. Secondary Clarifier Tank: The Effluent become in a colloidal form, where the biomass and suspended particles which is in colloidal form settled down in the form of sludge and collected hopper bottom of clarifier. The clear water flow upwards and collected into the break tank. Tertiary Treatment: The clear water pumped into the Multi Dual Media filter from break tank, where the remaining suspended particles trapped down and all organic compounds adsorbed through Activated Carbon Filter. Finally treated water is introduce with Chlorination for disinfectants and to reduce Colleen level and. Sludge Dewatering: The treated wastewater will flow from the secondary to a SST for solid-liquid separation. Excess sludge generated from SST shall be withdrawn to Sludge holding Sump. The sludge from sludge sump transferred directly through sludge pump into Filter Press/SDB. The Dried solid sludge is manually removed and liquid sludge forwarded to recycle.
DELIVERY SCHEDULE Delivery Period will start from date of receipt of Technically & Commercially clear Purchase Order Drawings will be provided for approval within a week after receipt of request from you and you will Provide drawing approval within 1 week. In case you have any comments/observations or any change required on Drawing submitted for approval, please get back to us within 7 days else we will presume that drawings are in order and shall be released for production. Any delay in approval of drawings by you beyond one week or any time taken to redo the drawings after approval until re¬-approval, the delivery will be extended accordingly. Delivery starting on Ex¬ works basis : 10-12 weeks Rs. 5000/Head/ Day (8 hours) will be charged for supervision for Erection & Commission and all accommodation (Lodging & Boarding) will be extra or in client scope Though erection and commissioning is performed by client and client request from us to be present in time commissioning. is payable. STANDARD TERMS AND CONDITIONS SPECIFICATIONS Specifications, dimensions, design, description, shades of paint etc are not binding on us in minute details and are subject to reasonable alteration / change without notice. INSPECTION If necessary, the goods will be offered for inspection at our works/our supplier’s works. The date of inspection will be intimated about one week in advance. If inspection is not carried out on the date mentioned, we shall be free to dispatch the equipment as per the terms of delivery. If payment is not made within 15 days from the date of Performa Invoice, we reserve the right to divert the ordered material. We will give fresh delivery period and new price at the time of diversion which will be binding on the purchaser and contract cannot be rendered void on this account. If the goods are not diverted, charges for storage, insurance and interest at 1% of the Invoice value each week/part thereof commencing 15 days from the date of Proforma Invoice will be charged. Warehousing charges are subject to a maximum of 5% of the Invoice value. WARRANTY The equipment supplied by us shell be warranted for 12 months from the date of installation and commissioning or 18 months from the date of supply for any manufacture defect, however defect arise due to miss handling, incorrect operation wear and tear shell be entertained with reasonable charges. The warranty of all instruments and pump and motor and other equipment except prefabricated items will be covered under actual manufacturer’s warranty conditions. HANDOVER Unless and otherwise specified in the order and accepted, handing over of the equipment and / or installation would be considered as completed and a formal completion certificate shall be issued by the purchaser / user. The equipment/system, to be supplied by us, shall be site erected and commissioned at purchaser’s site. This equipment/system shall be legally transferred to the buyer only after realization of full and final payment. MODE OF DELIVERY The goods may be dispatched in one or more lots at our option. If we are required to dispatch the goods on behalf of customer, we can arrange to do so on freight to pay basis on the understanding that no liability is attached to us. In such case, Freight charges contracted by us on behalf of the purchaser shall be final and binding on the purchaser. CANCELLATION Order received and acknowledged by us shall not be subject to cancellation, either wholly or partly for any reason whatsoever without our written consent. FORCE MAJEURE The order from the purchaser is subject to force majeure by which it means, such as war, invasion, civil disobedience, govt. orders or restrains, strike, lockout, riots, fire, epidemics, sabotages, trade embargoes, earthquakes, floods, accidents, breakdown of machines, delay or inability to obtain labour, raw material, wagons, shipping space or any other process, which is beyond our and our supplier’s control. JURISDICTION All contracts between purchaser and ourselves are deemed to have entered into in DELHI and are therefore subject to the Jurisdiction of Courts in DELHI.
Excluded
Extra as per actual or customers's scope
Battery Limit:- From Collection/Equalization Tank Up to Tertiary Treatment Interconnecting pipe lines are included Thickness of MS Plate shall be 5mm Aeration Grid shall be in GI (B Class) while submerged lines shall be UPVC All interconnecting lines shall be UPVC (40 schedule) upto 200KLD, interconnecting pipe lines shall be MSEP (B class) more than 200KLD Earthling/electrical/civil or not included in specification, shall be in client/customers scope
No Brochure Avilable