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300 poles / day

PCC Poles

Prestressed concrete poles cast at 300 a day, designed and tested to IS 1678:1998 with dimensions to your utility's standard drawing. This is where the business started in 2006.

Lengths9 m and 11 m
Output300 a day
StandardIS 1678:1998
Pole casting beds under the gantry

Pole casting beds under the gantry

01

Overview

300 poles / day

The highest-volume line on the campus.

IS 1678:1998

Designed and transverse-strength tested to the prestressed concrete pole standard.

Since 2006

The founding product line, still running.

The line we were founded on.

Everything else on this campus was added around the pole yard. Twenty years on it still runs at 300 poles a day, and it remains the product most closely tied to the rural electrification work that built our field record.

One point of accuracy that matters: neither IS 1678 nor IS 785 contains a table of pole dimensions. They are performance standards — they fix the concrete grade, the load factor, the cover, the planting depth and the test method, and leave the section geometry to the standard drawing. A pole dimension table captioned “as per IS 1678” is therefore wrong, and a knowledgeable buyer will notice. We build to IS 1678 and to your drawing, and we say which is which.

02

Technical data

Specification.

Built to the purchaser's schedule. Fields marked On enquiry are issued against a specific enquiry. Delivery as per the client's requirement, confirmed with the quotation. Open the rows below for construction details, reference tables and fittings.

General

ParameterSpecification
ProductPrecast prestressed concrete (PSC/PCC) poles
Lengths9 m and 11 m standard; other lengths as per client request
Working load classesTypically 140, 200, 280 and 300 kg — to your standard drawing
SectionRectangular tapered, constant width with tapering depth
Design standardIS 1678:1998
DimensionsTo utility or REC standard drawing — not defined by IS 1678
Daily capacity300 poles

Construction

ParameterSpecification
Concrete gradeNot less than M40 per IS 1678
Prestressing steelHigh tensile wire, tensioned and untensioned as per drawing
Cover to reinforcementPer drawing, minimum per IS 1678
CuringSteam or water cured
Load factor on transverse strengthNot less than 2.5
Design load applied600 mm below the top
MarkingManufacturer identification, month and year, serial number, and centre of gravity marked C.G.
Reference data — what the standards requireTables from the Indian Standard, for checking any quotation against it

What the standards actually fix

Prestressed against reinforced concrete pole requirements
RequirementIS 1678:1998 — prestressedIS 785:1998 — reinforced
Minimum overall length6 m, thereafter in steps of 0.5 m6 m to 9 m, steps of 0.5 m
Concrete gradeNot less than M40Not less than M25
Load factor on transverse strengthNot less than 2.5Not less than 2
Design load applied600 mm below the top600 mm below the top
Transverse strength testIS 2905IS 2905
Crack criterionNo crack wider than 0.1 mm before design loadAs IS 785
Planting depth1.20 m for 6–7 m, up to 2.40 m for 17 m1.20 m for 6–7 m; 1.50 m for 7.5–9 m

Neither standard contains a dimension table. Both are performance standards. Section geometry comes from the utility or REC standard drawing, and that is how it should be described on any specification sheet.

Standard and optional fittingsWhat is supplied as standard, and what is available to order

Scope

What we supply

  • 9 m and 11 m PSC poles as standard; other lengths as per client request
  • Working load classes to purchaser specification
  • Cast, cured and stacked on site
  • Bulk supply against utility rate contracts
  • Loading and dispatch from our own yard
  • Supplied alongside conductor, cable and transformers as a package

Process

How a pole is cast

  • Mould preparation and release agent
  • Prestressing wire tensioned in the mould
  • Cage and spacer placement
  • Concrete placement and vibration
  • Steam or water curing
  • De-tensioning and demoulding
  • Stacking, marking and yard storage
03

Compliance

Standards & testing.

Routine tests are performed on every unit before dispatch. Type tests are certified from CPRI, ERDA or NABL-accredited laboratories on request.

Standards we manufacture and test to
StandardScope
IS 1678:1998Prestressed concrete poles for overhead power, traction and telecommunication lines
IS 785:1998Prestressed concrete poles for overhead power and telecommunication lines — reinforced type
IS 2905Methods of test for concrete poles
IS 516Methods of test for strength of concrete
IS 1343Code of practice for prestressed concrete
Routine and type testsPerformed on every unit, and available on request

Routine tests

Performed on every unit

  • Dimensional check against drawing
  • Concrete compressive strength — IS 516
  • Transverse strength test — IS 2905
  • Crack width observation up to design load
  • Uprightness and straightness
Third-party inspection

Purchaser and third-party pre-dispatch inspection is accommodated on request, including for export consignments. Type-test certificates are issued from CPRI, ERDA or NABL-accredited laboratories — copies available on request.

Applications

Where it goes to work.

Utility

LT and 11 kV distribution

Standard distribution pole for rural and urban networks.

Rural

Village electrification

Bulk supply under national electrification schemes.

Lighting

Street lighting

Pole supply for municipal lighting installations.

Industry

Private networks

Estate and plant distribution lines.

FAQ

Questions

Frequently asked.

What pole lengths and load classes do you make?
9 m and 11 m are the standard lengths, in working load classes typically from 140 kg to 300 kg. Other lengths are made as per the client's request. Send us your utility's standard drawing and we will quote against it.
Are your pole dimensions “as per IS 1678”?
The pole is designed and tested to IS 1678, but the dimensions are not — IS 1678 contains no dimension table. It fixes concrete grade, load factor, cover, planting depth and the test method. Dimensions come from the utility or REC standard drawing. Any supplier telling you their dimensions are per IS 1678 has not read the standard.
How is the pole tested?
By transverse strength test to IS 2905, with the design load applied 600 mm below the top. The pole fails if any crack wider than 0.1 mm appears before the design load is reached. The load factor is not less than 2.5 for prestressed poles.

Ask about pole rate contracts.

Tell us the lengths, load classes, standard drawing and monthly offtake, and we will quote a rate contract with a delivery programme.