What counts as domestic sewage in Bangalore — and why on-site STPs matter
Domestic sewage in Bangalore is the combined blackwater (toilet flushes) and greywater (kitchen, bath, laundry) discharged from households, with typical concentrations of 250–400 mg/L BOD and 250–350 mg/L TSS at source — industrial effluent and stormwater runoff are excluded from this stream and must be kept out of the inlet works. The standard sizing basis for an Indian residential STP is 100–150 litres per capita per day (LPCD), a band that has held in CPHEEO guidance and in supplier quotations across Karnataka for over a decade.
Bangaluru is short roughly 500 million litres of treated water per day (Deccan Herald, 2024) — a deficit the city is closing in part through 33 municipal STPs whose treated flows are recycled into the lakes of Kolar, Chikkaballapura, and Anekal (Deccan Herald, 2024). That network, however, does not cover every layout, apartment, or villa community. Peripheral BDA layouts, gated developments beyond the sewered zone, and many large apartment complexes still fall outside BWSSB's trunk sewerage and must install their own plant to obtain a KSPCB consent-to-establish and a building occupancy certificate. On-site domestic STPs have therefore moved from optional amenity to compliance prerequisite for any new residential project in 2026.
BWSSB and KSPCB discharge rules a domestic STP in Bangalore must meet
BWSSB (Bangalore Water Supply and Sewerage Board) is the autonomous nodal body constituted under the Bangalore Water Supply and Sewerage Board Act, 10 September 1964, with jurisdiction over water supply and sewerage in the metropolitan area; KSPCB (Karnataka State Pollution Control Board) is the enforcement authority for treated-effluent quality under the Water (Prevention and Control of Pollution) Act, 1974. Any domestic STP the reader installs in 2026 must meet KSPCB's discharge norms on a steady-state basis, and the supplier should be able to put numbers against every parameter in the table below — not just the headline BOD.
| Parameter | KSPCB / inland surface-water discharge limit | Why it matters in a domestic STP |
|---|---|---|
| pH | 6.5 – 9.0 | Outside this band, chlorination fails and biology in the aeration tank collapses |
| BOD (3-day, 27 °C) | ≤ 30 mg/L | Standard KSPCB inland-discharge ceiling for treated sewage |
| TSS | ≤ 50 mg/L | Directly governed by clarifier overflow and membrane integrity in MBR |
| COD | ≤ 250 mg/L | Backstops BOD measurement; high COD/BOD ratio flags non-biodegradable load |
| Oil & grease | ≤ 10 mg/L | Mostly enters domestic sewage from kitchen greywater and parking wash |
| Fecal coliform | < 1,000 MPN/100 mL | Drives the disinfection dose on UV or chlorine contact |
If the treated water is being reused for toilet flushing, landscaping, or horticulture, KSPCB's reuse guidelines apply on top of the discharge table — that typically forces a tertiary polish such as a UF (0.03 μm PVDF) or activated-carbon stage ahead of the disinfection step. A credible supplier quotation should attach four documents: KSPCB consent-to-establish and consent-to-operate, the design basis report, a guaranteed effluent analysis from a comparable domestic load, and a full O&M manual. If any of these are missing from the offer, treat it as a red flag and request them in writing before evaluating price.
The four stages every domestic STP in Bangalore uses

Every packaged domestic STP in Bangalore — MBR, MBBR, SBR, or buried WSZ — runs the same four-stage process train: preliminary, primary, secondary, and tertiary, with a sludge-handling tail. Reading a process flow diagram becomes straightforward once the reader knows what each block is doing and what the realistic performance envelope is.
- Preliminary — a rotary mechanical bar screen (GX series, typically 5–10 mm aperture) removes rags, plastics, and large debris ahead of the sewage pumps, protecting downstream blowers and membranes from ragging.
- Primary — grit separation and flow equalization. Domestic sewage is highly diurnal, with peak-to-average ratios of 2.0–2.5 in Indian residential communities, so an equalization tank sized to 4–6 hours of average flow is the single most important civil structure for stable downstream biology.
- Secondary — biological oxidation: MBR (submerged PVDF hollow-fibre or flat-sheet membrane, <1 μm absolute), MBBR (free-floating biofilm carriers in an aerated tank), or SBR (fill–react–settle–decant in a single timed tank). Typical domestic-load removals: 95–98% BOD, 90–95% TSS, and 80–90% COD across all three.
- Tertiary — disinfection via a UV sterilizer (30–40 mJ/cm² dose is standard) or chlorination at 1–2 mg/L residual contact time of 30 minutes. Where reuse is intended for cooling, car wash, or toilet flush, a UF stage (0.03 μm PVDF) and activated-carbon polish are added.
Sludge handling is the often-ignored fifth stage. Wasted activated sludge is thickened in a sludge thickener and then dewatered on a plate-and-frame filter press; for the 1–500 m²/day domestic envelope typical in Bangalore, a small press producing 18–22% dry-cake solids is the standard choice. The cake is then transported to a KSPCB-authorised disposal site or co-composted if the project is large enough to support it.
MBR vs MBBR vs SBR vs packaged underground — which fits your Bangalore site
For a Bangalore residential project in the 1–500 m³/day envelope, four technology families are realistic candidates, and the choice is driven by site constraints — footprint, available operator skill, reuse target, and capex appetite — more than by headline efficiency, which is broadly similar across all four. Use the table below to map your site to the right family before talking to suppliers.
| Parameter | MBR | MBR (containerized) | SBR | Underground packaged WSZ |
|---|---|---|---|---|
| Typical flow range | 10 – 2,000 m³/day | 1 – 80 m³/h (75 – 1,900 m³/day) | 50 – 500 m³/day | 1 – 80 m³/h (75 – 1,900 m³/day) |
| Effluent TSS / BOD | ≤ 5 / ≤ 5 mg/L (near reuse) | ≤ 30 / ≤ 30 mg/L (KSPCB compliant) | ≤ 30 / ≤ 30 mg/L (KSPCB compliant) | ≤ 30 / ≤ 30 mg/L (KSPCB compliant) |
| Footprint vs conventional | ~60% smaller | Compact skid | Civil-tank based, larger | Buried — zero surface footprint |
| Operator skill required | Medium (membrane care) | Low (fully automated) | Medium (timer / decanter) | Low (fully automated, buried) |
| Energy (kWh/m³ treated) | 0.8 – 1.2 | 0.6 – 1.0 | 0.5 – 0.9 | 0.6 – 1.0 |
| Best-fit Bangalore site | Township, tight basement, reuse mandate | Mid-size layout, fast-track install | School, college, small community, intermittent flow | Villa community, landscape-sensitive plot, parking above |
For readers who want the technology mapped to product, an MBR wastewater treatment system is the right call when the developer wants near-reuse quality (TSS ≤ 5 mg/L, BOD ≤ 5 mg/L) and can accept the 0.8–1.2 kWh/m³ energy draw. An underground packaged STP in the WSZ series makes more sense when the plot is small, the surface must stay free for landscaping, and a fully buried, automated, no-operator unit is acceptable at 1–80 m³/h. SBR remains the workhorse for schools, colleges, and small communities with intermittent flows of 50–500 m³/day, because the batch operation tolerates long idle periods without biology collapse. MBBR sits between MBR and SBR on footprint and capex, and is the right answer when the developer wants biofilm robustness without the membrane maintenance overhead.
Sizing a domestic STP for a Bangalore apartment, villa, or township

Sizing starts with people, not pipes. For a Bangalore residential project, the standard per-capita flow band is 100–150 LPCD — use 135 LPCD as a sensible middle for a mid-income apartment, drop to 110 LPCD for a villa community with restricted gardening, and push to 150 LPCD only when the project includes a clubhouse, swimming pool backwash, and commercial retail on the ground floor.
Worked example: a 200-flat apartment at 5 persons per flat = 1,000 persons. At 135 LPCD the average flow is 1,000 × 135 = 135,000 L/day = 135 m³/day. Add 20% margin for infiltration, peak factor, and unaccounted water, and the design flow is roughly 160 m³/day. Equalization must hold 4–6 hours of average flow, so the EQ tank for this project lands at 25–40 m³, sized to damp the morning and evening peaks that otherwise shock the downstream biology.
Below 20 m³/day, a single skid-mounted unit is the most economical; 50–500 m³/day is the sweet spot for containerized or underground packaged plants; above 1,000 m³/day, large townships typically move to civil concrete tanks with MBR or SBR internals. For readers tackling a cluster of farmhouses or a small gated community in the 5–30 m³/day band, the unit is small enough that rural sewage treatment in India decentralized design principles apply — short sewer runs, single equalization tank, packaged MBBR or MBR skid — and the same KSPCB numbers govern the discharge.
Cost of a domestic STP in Bangalore in 2026 — what to budget
For a packaged domestic STP in the 50–500 m³/day band in Bangalore in 2026, a realistic installed CAPEX range is roughly ₹3.5–6.5 lakh per KLD for MBBR, ₹5–9 lakh per KLD for SBR, and ₹7–12 lakh per KLD for MBR — the spread is driven by automation, membrane area, and whether the price includes civil works, MCC panel, and sludge dewatering. These are 2026 indicative bands only; site conditions and scope definitions move the final number by ±25%.
| Cost line | 2026 indicative range (Bangalore domestic STP) | Notes |
|---|---|---|
| CAPEX — packaged MBR (50–500 KLD) | ₹7 – 12 lakh per KLD | Skid + membranes + MCC + commissioning |
| CAPEX — packaged SBR (50–500 KLD) | ₹5 – 9 lakh per KLD | Civil tank share larger; automation cheaper |
| CAPEX — underground WSZ (1–80 m³/h) | ₹4 – 7 lakh per KLD | Civil excavation is the dominant line item |
| Sludge dewatering — plate-and-frame filter press | ₹3 – 6 lakh per unit (1–500 m²) | Skip this and sludge handling becomes the silent OPEX killer |
| OPEX — power | ₹7 – 9/kWh industrial tariff × 0.6–1.2 kWh/m³ | Power is 50–65% of OPEX for an MBR |
| OPEX — operator / AMC | ₹8,000 – 15,000/month per shift | Fully automated plants cut this to 1 shift |
Hidden costs that consistently blow budgets on Bangalore projects: civil foundation and pump room, the MCC panel and cabling from the apartment main LT, the in-campus sewer network, tertiary polishing for reuse, KSPCB consent fees, sludge disposal transport, and the AMC scope clarity. The flip side is real: every m³ reused for flushing or gardening displaces a m³ of BWSSB Cauvery or borewell water, and at 2026 Bengaluru tanker rates of ₹800–1,500 per 10,000 L, a 150 m³/day domestic STP that reuses 60% of its output has a credible payback argument against monthly tanker bills. For readers weighing a different envelope — say a hotel in a different Karnataka district — the same logic applies; the hotel resort wastewater treatment in India 2026 guide runs the same numbers against different per-room flow assumptions.
Choosing a domestic STP supplier in Bangalore — the 8-point checklist

Once the reader has two or three quotations on the desk, this is the short, scannable list to run every offer against before any price discussion. Items 1, 6, and 8 are the ones that most often separate a serious supplier from a broker.
- Demand a guaranteed effluent analysis on a comparable domestic load — not just lab data on synthetic feed. Ask for at least one running reference in Bangalore on a similar KLD band.
- Ask for a process flow diagram, P&ID, and a single-line electrical drawing — the absence of any of these is a red flag; a serious EPC will produce all three inside a week.
- Confirm KSPCB consent support and Karnataka operating references — pan-India marketing with no installed base in Karnataka is a poor risk for a Bangalore project.
- Check that PLC/SCADA and remote alarms are in the base offer — not as an "optional extra" added at 8–12% of contract value later.
- Validate sludge handling — does the proposal include a plate-and-frame filter press, a decanter, or only a sludge drying bed? Drying beds do not work in a basement.
- Read the AMC terms line by line — response time in hours, spares covered, consumables (chlorine, membranes) split out, and the trained-operator clause for societies that will not hire a full-time operator.
- Confirm the warranty excludes consumables and is clearly split from the civil warranty — membrane life, UV lamp life, and pump seal life are all consumables and should be quoted separately.
- Visit at least one running domestic STP in Bangalore at the proposed scale — pumps, blowers, and membranes behave differently in field than on paper, and a 30-minute site walk will reveal more than any quotation.
Frequently Asked Questions
What effluent parameters must a domestic STP in Bangalore meet in 2026?
A domestic STP discharging to inland surface water or reuse in Bangalore must meet KSPCB's general standards: pH 6.5–9.0, BOD ≤ 30 mg/L, TSS ≤ 50 mg/L, COD ≤ 250 mg/L, oil & grease ≤ 10 mg/L, and fecal coliform < 1,000 MPN/100 mL. Reuse for flushing or gardening additionally requires tertiary polishing such as UF or activated carbon ahead of disinfection.
MBR or MBBR — which is better for a 150 m³/day Bangalore apartment STP?
For a 150 m³/day apartment in Bangalore targeting KSPCB reuse norms, MBR delivers near-reuse effluent (TSS ≤ 5 mg/L, BOD ≤ 5 mg/L) in roughly 60% of the footprint of a conventional plant at 0.8–1.2 kWh/m³. MBBR is the lower-capex alternative at slightly larger footprint and TSS ≤ 30 mg/L, suitable when reuse targets are modest and the plot has room.
How much does a domestic STP cost per KLD in Bangalore in 2026?
Indicative 2026 Bangalore CAPEX for a packaged domestic STP in the 50–500 KLD band runs ₹5–9 lakh per KLD for SBR, ₹7–12 lakh per KLD for MBR, and ₹4–7 lakh per KLD for underground packaged units. The spread is driven by automation level, membrane area, civil scope, and whether sludge dewatering is included.
How much space does a packaged domestic STP need for a 100-flat apartment?
A 100-flat apartment at 135 LPCD needs roughly 70–85 m³/day design flow, which fits in a packaged MBR or underground WSZ unit occupying 60–100 m² of plan area including equalization tank, or a buried footprint of similar size with zero surface obstruction if the WSZ series is selected.
What should a society AMC for a domestic STP in Bangalore cover?
A domestic STP AMC in Bangalore should specify a 4–8 hour response time, monthly visit cadence, covered spares (bearings, seals, UV lamps), separately priced consumables (chlorine, membrane cleaning chemicals), trained-operator deployment for societies without in-house staff, and a quarterly effluent analysis report against KSPCB parameters.
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