IS 1661:1972 is the Indian Standard (BIS) for the application of cement and cement-lime plaster finishes. This code provides comprehensive guidelines for applying cement and cement-lime plaster finishes to walls and ceilings. It details background preparation, mix proportioning, application techniques, and curing to ensure durable, well-bonded, and defect-free finishes.
Code of practice for the application of cement and cement-lime plaster finishes
Mix, coats, thickness and curing.
| Reference | Value | Clause |
|---|---|---|
| Internal plaster | ≈ 12 mm, single coat | Thickness |
| External plaster | ≈ 15–20 mm, two coats | Thickness |
| Ceiling plaster | ≈ 6 mm | Thickness |
| Cement–sand mix | 1:4 to 1:6 | Mix |
| Cement-lime gauged | 1:1:6 (workability + crack control) | Mix |
| Curing | Moist ≈ 7 days | Curing |
| RCC background | Hack/key + dampen; mesh at junctions | Prep |
IS 1661:1972 is the code of practice for application of cement and cement-lime plaster finishes. It is the workmanship standard behind the 'plastering' item in every building specification — internal smooth plaster, external rendered plaster and ceiling plaster on masonry and concrete backgrounds.
It is read with the materials and allied-finish codes:
IS 1661 prescribes background preparation, mix proportions, coat thickness and curing:
Provide grooves/bands at dissimilar-material junctions and reinforce (chicken mesh) over RCC–masonry interfaces and chases.
Spec: 20 mm external plaster on brick masonry, two coats.
Step 1 — background: rake masonry joints ~10 mm, remove dust, evenly dampen; fix chicken mesh over any RCC bands and service chases.
Step 2 — base (rough) coat: ~12 mm in CM 1:5, scratched/keyed for the next coat, allowed to firm and cured.
Step 3 — finish coat: ~8 mm in CM 1:4 (or 1:1:6 cement-lime for crack control), floated to the required finish; total ≈ 20 mm.
Step 4 — junction grooves: form a V/weather groove at the plinth, openings and RCC–masonry interfaces to localise shrinkage movement.
Step 5 — curing: moist-cure ~7 days. *Indicative materials per 10 m² of 20 mm work:* on the order of 1.0–1.3 bags of cement + ~0.20 m³ sand, refined by the chosen mix and wastage.
1. Rich mixes (1:3 or richer). More cement = more shrinkage = map cracking. Use the leanest mix that gives the required strength/finish, and gauge with lime to cut cracking.
2. No curing. Plaster cured 'by the afternoon sun' chalks, dusts and crazes — 7 days moist curing is not optional.
3. One thick coat instead of two. Thick single coats slump, debond and crack; build external plaster in base + finish coats.
4. Plastering un-keyed RCC / green or dirty masonry. Smooth dense concrete must be hacked or bonding-agent treated; plastering freshly-built or dusty masonry guarantees debonding.
5. No grooves or mesh at junctions. The RCC–masonry interface and chases crack unless a groove localises the movement and mesh bridges the dissimilar materials.
IS 1661 is old and reaffirmed; the principles (lean mix, two coats, keying, curing, junction detailing) are timeless and still the reference for site-batched cement plaster. The market has shifted towards ready-mix dry plaster and gypsum plaster for internal work because they crack less, need little or no curing and give a faster, flatter finish — but external work and most government/CPWD specifications are still site-batched cement plaster governed by IS 1661.
The single most under-used provision is lime gauging: a 1:1:6 cement-lime-sand mix is markedly more workable and crack-resistant than a straight 1:4/1:5, yet it is rarely specified. If you remember three things from IS 1661 — lean/gauged mix, mandatory 7-day curing, and junction grooves + mesh at RCC interfaces — you eliminate the large majority of plaster cracking complaints.
| Parameter | IS Value | International | Source |
|---|---|---|---|
| Nominal Total Plaster Thickness (on masonry) | 12 mm to 15 mm | ~16 mm (5/8 inch) for two-coat work | ASTM C926 |
| Minimum Curing Period | At least 7 days (moist condition) | 48 hours moist cure minimum; must prevent premature drying | ASTM C926 |
| Maximum Aggregate Size (Sand) | Passing 4.75 mm IS Sieve (for undercoats) | Passing No. 4 Sieve (4.75 mm) | ASTM C926 (ref. ASTM C897) |
| Finish Coat Thickness | 2 to 3 mm | ~3 mm (1/8 inch) | ASTM C926 |
| Maximum Thickness Per Coat (Undercoat) | 10-15 mm (not strictly defined) | 10 mm (3/8 inch) | ASTM C926 |
| Interval Between Coats | Undercoat to be 'sufficiently hard' | 24 to 48 hours is typical to allow for sufficient rigidity | ASTM C926 |